CIVIL FOUNDATION & ELECTRIFICATION WORK

Transcription

1 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. TENDER DOCUMENTS CIVIL FOUNDATION & ELECTRIFICATION WORK FOR MOLASSES TANK UTILITY (6000 MT CAPACITY, 2 NOS.) AT PROPOSED CATTLE FEED FACTORY AT KAP ADI V AV, TALUK A : KAP ADV ANJ DISTRICT : KHEDA, GUJAR AT BID REFERENCE: AMUL/CFF-7/KAPADIVAV/2013 KAIRA DISTRICT CO-OPERATIVE MILK PRODUCERS UNION LTD ANAND , GUJARAT - INDIA Page 1 of 88

2 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. Bid No. : Bidder Company Authorized Person Address : : : Contacts : O M Fax Mail Submission Date/Time: Remark : Qualification Bid To be filled by contractors as per advertisement and special conditions only. Presentable format can have more mileage. Seal and stamp in a separate cover. Only on compatibility of QB the Price bid is valid. Page 2 of 88

3 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. I N V I T A T I O N TO B I D KAIRA DISTRICT CO-OPERATIVE MILK PRODUCERS UNION LIMITED. AMUL Dairy Road, ANAND , GUJARAT. Phone: Fax: Bid Reference AMUL/CFF-7 / KAPADIVAV/2013 PROJECT: PROPOSED CATTLE FEED FACTORY, KAPADVAJ. Work Description Estimated Cost (Rs.) EMD (Rs.) Civil Estimate Foundation and Electrification Works for Molasses Tank Utility (6000MT capacity, Qty :2 Nos.) Crores 1.70 Lacs Completion Period 3 months from the date of L.O.I. / Work Order Bidding Document Sale START 10 December, 2013, Monday STOP 15 December, 2013, Sunday Last Date & Time of Bid Submission 16 December, 2013, Monday Hrs. Opening 17 December, 2013, Tuesday Hrs. Pre-Bid Meeting Place of Pre-Bid Meeting Place of Tender Opening 12 December, 2013, Thursday Hrs. General Manager (Projects & Engineering) Kaira District Co-operative Milk Producers Union Ltd, Amul Dairy, Anand Phone: (02692) Address for communication General Manager (Projects & Engineering) Kaira District Co-operative Milk Producers Union Ltd, Amul Dairy, Anand Phone: (02692) Page 3 of 88

4 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 1. The Bidders must submit their qualification details with necessary supporting documents in sealed cover and price bid in another sealed cover separately. 2. Bids must be accompanied by Bid Security of Rs Lacs in acceptance form as specified in the bidding document and must delivered to the address of the communication as stated above on or before last date and time of the receipt of Bids as given in clause 14 of preparation of Bid. 3. Bids will be opened in the presence of those bidders or their authorized representatives who choose to attend at office of Amul Dairy, Anand. 4. The bid shall remain valid for the period of 9 0 d a ys from the date of bid opening as mentioned above. 5. The bid security accompanying the bid shall be valid for 30 days beyond the bid validity period. 6. The Bid Security Deposit, Company Profile and Tender Documents along with schedule of quantity should be in separate sealed cover. Page 4 of 88

5 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. Contents Item-Clause-Specification Important Conditions Declaration Form Qualification Bid Contractor Information Instructions to Bidders Form of Bid and Appendix Form of Agreement Acceptable Forms of Bank Guarantee General Conditions of Contract Special Conditions of Contract Technical Specifications-Civil Technical Specifications-Plumbing Price Bid-BOQ Drawings Page 5 of 88

6 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. IMPORTANT CONDITIONS 1. Amul Dairy invites to purchase, fill and submit this tender only by qualified civil engineering company/firm or individual registered with the government having minimum A+ grade or private firms having the following pre-requisite and per qualification stated in the advertisement. 2. Only those companies/individuals having minimum 5 years or more experience and who have successfully completed single order projects worth Rs.2.0 crores or more can go through the tendering process. Annual turnover worth Rs.5 crores since last three years must be endorsed with income tax documents. 3. A presentable colored photographs portfolio of A4 size indicating name of the project, client, cost, architect, completion period is a must without which qualification bid is not valid. This is a major document displaying professionalism and work approach of a company. 4. Company/individual having qualified civil engineer staff and capable of deputing a permanent project engineer on site may undergo this tendering. 5. The tenderer must be sole proprietor, partner, director of the company the proof of the same must be attached, under no circumstances sub-contracting or use of proxy registration is permissible. 6. Minimum wallform/h frame/centering plates of 500 sq.meter. and its other supporting requirement has to be possessed by the tenderer with valid proof. 7. Competent civil engineer on site shall measure all dimensions in the presence of dairy engineer approved as per tender items no clearly mentioned along with a copy of respective drawings with indication for certification from the architect. 8. The project must be completed in maximum 3 months time with efficient management, coordination with the estate office and all the consultants using modern technology with workmanship and quality meeting that of international standard. 9. Bills for all the products must be presented at all times and basic rates of all finishing items must be referred to in case similar brand or sub brand are approved by the client/architect. 10. Project board as per the design provided by the architect must be printed and installed outside the site by the contractor at their own cost. A detailed bar chart must be submitted within 10 days of issue of work order. 11. Any misprinted or error must be brought to the notice of architect before acceptance of work order for rectification, later all such will be interpreted as per architects decision without and debate. 12. Tenderer s are required to seal and stamp in a cover two separately sealed and stamped covers consisting the Qualification bid and the Price Bid super scripted clearly as well as draft of Bid Security. The general documents must be kept uncovered in the same envelope. Price Bid shall bear complete address of the tender with required postage stamps. 13. Invitation for tender, acceptance, rejection, re-tendering, revision at any stage is at sole discretion to the dairy board. I/We accept the above important conditions, Contractor s Name & Stamp Page 6 of 88

7 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. DECLARATION FORM 1. I/We have read the instruction appended with the Performa and l/we understand that if false information is detected at a later date, any contract made between ourselves and Amul Dairy for Cattle Feed Plants project may be treated as invalid by the Employer. 2. I/We agree that the decision of Amul Dairy, Anand in selection of contractors and phasing of construction works will be final and binding upon me/us. 3. All the information and data furnished herewith under Part-I, Part-II, Part-III and Part -IV are correct to the best of my/our knowledge. 4. I/We also agree that we have no objection if inquiries are made about construction work and its related areas regarding all projects and works listed by us in the accompanying sheets or any other inquiry on the information furnished herewith in the accompanying sheets. 5. I/We accept the condition that the entire project for Cattle Feed Plant at Anand by AMUL dairy may or may not be offered to me/us. 6. I/We have visited and inspected the site for Cattle Feed Plant and found in accordance with the said construction and maneuvering of construction materials and its process. 7. I/We have read and understood the tender notice as well as the special conditions, general instructions, specifications and have no objection to any of the clause. 8. I/We declare that we have studied all the drawings and conditions to complete the project in 3 months from the date of work order and is ready to pay liquidated damage mentioned in tender notice in case of delay in the completion without raising any reason in any case. Contractor s Name & Stamp Page 7 of 88

8 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. QUALIFICATION BID QUALITY WITH ON TIME PERFORMANCE 1. Tenderer of Cattle Feed Plants building for Kaira District Milk Producers Union Ltd. at Anand are required to submit their full Bio-data and Company profile giving details about their organization, technical experience, capacity and competence, suitable evidence of their financial standing in the enclosed form. 2. In deciding upon the selection of contractors for the above work, great emphasis will be put on ability and competence of contractors to do good quality works within specified time schedule and in close co-ordination with other agencies. 3. Decision of the Architect, Project advisor, General Manager Operation, MD of Kaira District Milk Producers Union Ltd., regarding the selection of contractor will be final and binding. They are not bound to assign any reasons therefore. 4. Information furnished in the Performa will be kept CONFIDENTIAL. 5. If the space in the Performa is insufficient for furnishing full details, such information may be supplemented on separate sheets of paper stating therein that part of the Performa and serial number. Separate sheets should be used for each part. 6. The Bidder shall have minimum experience as mentioned in notice inviting Tender. In order to establish that the bidder are meeting the minimum experience criteria as specified in notice inviting tender, it is necessary that the bidder must furnish the relevant information in the requisite Performa. 7. The bidder shall be financially sound and shall have adequate capacity to execute the work. The bidder shall furnish documents as support of his financial capability for execution of work under this contract. 8. Tendered should fill company profile as listed on the following pages and project completed pictures in a highly presentable format. 9. Each part of the Performa must be signed by any person/persons on behalf of the organization holding power of attorney to do so; (I) Basic Information (II) Construction capacity and previous experience (III) List of Plants, Machineries, Equipments (IV) Technical personnel and special experience Page 8 of 88

9 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 1. Name of the Company / Firm : CONTRACTORS INFO - BASIC INFORMATION 2. (a) Type of the Company : Proprietorship Partnership Private Ltd. Limited Co-perative (Tick applicable) (b) Name of the person/s : Registration No. : 4. Registering Authority : (Date & validity) 5. In construction field since : 6. Areas of business activities : (Other than construction) 7. (a) Income tax No. : (b) Financial Data : i) (Separate documents) ii) iii) (c) Bankers detail : (Attached solvency certificate) 8. Registered office address : 9. Indicate if involved in any litigation at present and in past involving construction contracts: Sr. No. Project Nature of Work Work order Date Completion Date Value (Rs.) 10. Supplementary sheets : (Attached for QD part-i) Page 9 of 88

10 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. CONTRACTORS INFO - CONSTRUCTION CAPABILITY & PREVIOUS EXPERIENCE 1. List of important similar type of projects and cost executed by our company during last 10 years with the required information, clients certificate and attached pictures : Name of Project Clients Name & Address Cost of Construction Year of Completion 2. Key features of the projects and distinguished capability : a. b. c. d. e. f. g. h. i. 3. Supplementary sheets : (Attached for QD part-ii) Page 10 of 88

11 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. CONTRACTORS INFO - PLANT, MACHINARIES, EQUIPMENTS Ownership proof must be attached 1) Number of Concrete Mixers (with capacity) : 2) Vibrators a) No. of needle type : b) No. of pavement/slab type : 3) Number of weigh batchers (with capacity) : 4) Concrete testing equipment Compression Testing Machine (with capacity) : 5) Steel tubular scaffolding : (Area and possible erection height) 6) Slab shutting (Area) a) Steel : b) Timber : 7) Number of following equipments a) Grunting and Grouting : b) Air compressors : 8) Number of Pumps (with capacity) : 9) Floor polishing machines (Number) : 10) Welding, Bar cutting and Bending equipment (No.) : 11) Welding generators / Diesel generators : 12) Details of other plant and machinery : 13) Supplementary sheets attached for QB part-iii : Page 11 of 88

12 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. CONTRACTORS INFO - TECHNICAL PERSONNEL & SPECIAL EXPERIENCE 1. List of Technical Personal with Information about them: Name Qualification Employed since Projects handled Special Experience 1. Technical competence : 2. Managerial competence : 3. Mileage points of company : 4. References with contact : a) b) 5. Supplementary sheets attached for QD part-iv : Page 12 of 88

13 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. INSTRUCTIONS TO BIDDERS Table of Clauses A. GENERAL 1. Descriptions of Work ( as on bid invitation page) 2. Sources of Funds 3. Eligibility and Qualification Requirements 4. Cost of Bidding 5. Site Visit B. BIDDING DOCUMENT 6. Content of the Bidding document 7. Clarification of the bidding document 8. Amendment of the bidding document C. PREPARATION OF THE BIDS 9. Language of Bid 10. Documents comprising the bid 11. Bid Prices 12. Currencies of the Bid Payment 13. Bid Validity 14. Bid security 15. Variations of the Bidding conditions 16. Pre-Bid Meeting 17. Format of the signing bids D. SUBMISSION OF BIDS 18. Sealing and marking of bids 19. Deadline for submission of Bids 20. Late Bids 21. Modifications and withdrawals of bids E. BID OPENING AND EVALUATION 22. Bid Opening 23. Process to be confidential 24. Clarification of Bids 25. Determination of Responsive 26. Correction of errors 27. Conversion of the Single currency 28. Evaluation and Comparison of Bids F. AW ARD OF CONTRACT 29. Award Criteria 30. Amul Dairy's right to Accept any Bid and to reject any or all bid 31. Notification of award 32. Signing Agreement 33. Performance Security Page 13 of 88

14 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. A. GENERAL 1.0 Description of work;- As per the invitation page. 2.0 Source of fund:- The bid must clearly mention the source of fund to be used by his company during the construction of the said project and how the fund is to be utilized and managed for successful completion of the project. 3.0 Eligibility and the Qualifications requirements:- 3.1 To be eligible for the award of the Contracts, bidders shall provide evidence satisfactory to Amul Dairy of their eligibility and of their capacity and adequacy of resources to carry out the contract effectively. 4.0 Cost of bidding:- The bidders shall bear all costs associated with the preparation and submission of his bid and Kaira District Cooperative Milk Producers Union Limited, Anand hereinafter referred to as Amul Dairy, will in no case be responsible or liable for these costs, regardless of the conduct or outcome of the bidding process. 5.0 Site visit :- 5.1 The bidder is advised to visit and examine the site of works and its surroundings and obtain for himself on his own responsibility all information that may be necessary for preparing the bid and entering into a contract. The costs of visiting the site shall be at bidders own expense. 5.2 The bidder and any of his personnel or agent (s) will be granted permission by Amul Dairy to enter upon the premises and lands for the purpose of such inspection, but only upon the express condition that the bidder, his personal or agent(s), will release and indemnify Amul Dairy and his personnel and agent(s) from and against all liabilities in respect thereof and will be responsible for personnel injury (whether fatal or otherwise), loss of or damage to property and any other loss or damage, costs and expenses however caused, which, but for the exercise of such permission would not have arisen. B. BIDDING DOCUMENTS 6.0 Contents of the Bidding Documents. 6.1 The set of bidding documents issued for the purpose of bidding includes the as stated in the content, together with any addenda thereto issued in accordance with clause 8 and any minutes of the pre bid meetings issued in the accordance with clause The bidder is expected to examine carefully all instructions conditions, forms, terms, specifications and drawings in bidding documents. Failure to comply with the requirement and the bid submission will be at the bidder s own risk. Pursuant to clause 25 bid which are not substantially responsive to the requirements of the bidding documents will be rejected. Page 14 of 88

15 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 7.0 Clarification of the Bidding Documents:- A prospective bidder requiring any clarification of the bidding documents may notify Amul Dairy in writing or by telegram at the address of communication indicated in the invitation to the bid. Amul Dairy will respond in writing or by required earlier that 3 days prior to the dead line for the submission of the bids. Written copies of the response of Amul Dairy (including the description of the inquiry without identifying its source) will be sent to all prospective bidders who purchase the bidding documents. 8.0 Amendment of the Bidding Documents:- 8.1 At any time prior to the deadline for the submission of the bids Amul Dairy may for any reason whether at its own initiative or in response to clarification requested by the prospective bidder modify the bidding document by the issuance of the amendment. 8.2 The amendment will be sent in writing to all prospective bidders who have purchased the bidding documents and will be binding upon them. Prospectively bidders shall acknowledge receipt thereof, the prospective bidder due to the postal delay shall not bind the bids. The amendment will be attached to the bidding document sold subsequently. 8.3 In order to afford prospective bidders reasonable time in which to take an amendment into account of preparing their bids, Amul Dairy may at its discretion extend the deadline for the submission of bids in accordance with clause 19. C. PREPARATION OF THE BIDS 9.0 Language of Bid The bid prepared by the bidder and all correspondence and documents relating to the bid exchanged by the bidder and Amul Dairy shall be written in the English language. Supporting documents and printed literature furnished by the bidder with the bid may be in another language provided they are accompanied by appropriate translation of pertinent passage in the above stated language. For the purpose of the interpretation of the bid, English language shall prevail Documents comprising the Bid The bid to be prepared by the bidder shall comprise the following. (a) (b) (c) The form of bid Appendix thereto, The bid security. The schedule of the quantities. (d) The schedule of the supplementary information, the information on the eligible and qualifications. (e) Alternative offers were invited and any other materials required to be completed and submitted in the accordance with the instruction to Bidders embodied in these binding documents. Page 15 of 88

16 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. The Forms, schedule of quantities and Schedule provided in this volume of the binding documents shall be used without exception (subject to the extension of the schedules in the Same Format And To Provisions Of Sub Clause 14.2 Regarding The alternative forms of the bid security) 11.0 Bid Prices 11.1 Unless stated otherwise in the bidding documents, the contract shall be for the whole work as described in the Invitation to bid based on the schedule of unit rates and prices submitted by the bidder The bidder shall fill in rates and prices for all items of works described in the schedule of quantities, whether quantities are stated or not. Items against which no rate is entered by the bidder shall not be paid for by Amul Dairy when executed and shall be deemed to have covered by the other rates in schedule of quantities All the duties taxes and the other levies shall be payable by the bidder under the contract of any other cause, shall be included in the rates and the prices and total bid price submitted by the bidder and the evaluation and the comparison of the bids by Amul Dairy shall be made accordingly Fixed Prices Delay due to inability of the contractor will not be entertained for price rise if any and that will fetch penalty as mentioned, however delay due to KDMCUL will not carry any penalty and may be applicable for price rise as per basic rates quoted in this tender. The rates and prices quoted by the bidder shall be fixed for the duration of the contract and shall not be subjected to the adjustment on any account if the duration of the contract as stated in the invitation to the Bid, is less than and up to 12 months. A bid submitted with any price adjustment condition shall be treated as non-responsive and rejected, pursuant to clause 25 of this section. If an extension of the time is granted by Amul Dairy pursuant to the clause 44.0 hereof, Amul Dairy shall agree to price adjustment pursuant to clause 71.0 here of for extended period of contract, excluding or including the original contract period, provided that of the total actual period of contract including the original contract period exceeds 18 months Price Adjustment The rates and prices quoted by bidder are subject to the adjustment during the performance of the contract, if the duration of the contract as stated in the Invitation to the bid is more than 24 months. The price adjustment provision shall not be taken into consideration in the Bid evaluation pursuant to clause 28 of this section Currency of the Bid and Payment;- The unit rates and prices shall be quoted by the bidder entirely in Indian Currency and all the payment shall be made in Indian Currency only Bid Validity; Bid submitted shall remain valid for acceptance for period of 90 days from the date of bid opening. Page 16 of 88

17 PROPOSED CATTLE FEED FACTORY, KAPADWANJ In exceptional circumstances prior to the expiry of the original bid validity period, Amul Dairy may request the bidder for specified extension in period of validity. The request and the response thereto shall be made in writing. A bidder may refuse the request without forfeiting his bid security. A bidder agreeing to the request shall not be permitted to modify his bid but shall be required to extend the validity of his bid security correspondingly. The provisions of clause 14 shall continue to apply during the extended period of bid validity Bid Security; The bidder shall furnish, as the part of the bid, a bid security for the amount as specified in the clause 5 in the Invitation of the bid The bid security shall, at the bidders option be in the form of bank draft or pay order drawn in the favor of Kaira District Cooperative Milk producers Union Limited, Anand or the bank guarantee from the nationalized banks. The format of the bank guarantee shall be strictly in accordance with the sample form included in the bidding document. Bank guarantee shall be valid from the date of opening of the bid till 30 days beyond the period of validity of the bid Any bid accompanied by an acceptable bid security pursuant to the clause 14.1 and 14.2 hereof shall be rejected by Amul Dairy as non-responsive The Bid securities of unsuccessful bidders shall be refunded as promptly as possible but not late than 30 days after expiry of period of bid validity as prescribed in these documents The bid security of the Successful bidder shall be refunded when the bidder has been signed the agreement and furnished required performance security No interest shall be paid by Amul Dairy on the bid security furnished by the bidder The bid security may be forfeited (a) If a bidder withdraws his bid during period of bid validity; or (b) In the case of a successful bidder, if he fails the time limit to: (i) Sign the agreement, or (ii) Furnish the required performance security Variation of the Bidding condition 15.1 The bidder shall submit offer, which comply fully with the requirements of the bidding documents, including the basic technical design and indicated in the drawing and specifications. Conditional bids are liable to be considered as non-responsive in accordance with clause Pre Bid Meeting; The bidder or his authorized representative is advised to attend the pre bid meeting which will be convened at the office of Amul Dairy on the date and time as stated The purpose of the meeting will be to clarify issues and to answer the questions on any matter that may be raised at that stage The bidder is requested to submit any question in writing to reach Amul Dairy not later than 3 days before the meeting. Page 17 of 88

18 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Minutes of the meeting including the copies of the question raised in and response given will be furnished expeditiously to all those attending the meeting (and subsequently to all purchasers of the bidding documents). Any modification of the bidding documents listed in clause 6.1 of this section which may become necessary as a result of pre bid meeting shall be made by Amul Dairy exclusively through the issuance of the addendum pursuant to clause 8 and not through the minutes of the pre bid meeting Format and signing of bids 17.1 The bidder shall prepare and submit the original copy of the documents comprising the bidding documents purchased by him All the pages of the bidding documents shall be signed by the person(s) duly authorized, to bind the bidder to the contract. Proof of authorization shall be in the form of a pages of the bid documents, where entries and amendments had been made, shall additionally be initialized by the person (s) signing the bids The complete bid shall be without the alterations, interlineations or erasures, except those in accordance with instruction issued by Amul Dairy or as necessary to correct errors made by the bidder, in which case such corrections shall initialed by the person (s) signing the bid. No over writing shall be permitted Only one bid may be submitted by each bidder. No bidder may participate in the bid of another for the same contract in any relation whatsoever The bidder shall quote the rate of each item both in figures and words. D. SUBMISSION OF BIDS 18.0 Sealing and marking of bids; The bidder shall seal the bid in an inner and an outer envelope, duly marking the envelopes as ORIGINAL The inner and the outer envelops shall be addressed to the address as given in the address for communication in clause 5.0 of Invitation to Bid and shall bear the following identifications. (i) (ii) Name of the contract - as stated in the clause 1.0 of invitation bid. Reference of the bid - as given in the invitation to Bid. (iii) Words DO NOT OPEN BEFORE (Mention date and time of opening of the bid as given in clause 5.0 of invitation to bid The inner envelope shall indicate the name and the address of the bidder to enable the bid to be returned unopened in case it is declared late or is otherwise unacceptable If the outer envelope is not sealed and as marked as instructed above, Amul Dairy shall not assume any responsibility for the misplacement or premature opening of the bid submitted. A bid opened prematurely for this cause will be rejected by Amul Dairy and returned to the bidder. Page 18 of 88

19 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Deadline for submission of bids: Bids must be received by Amul Dairy at the address Kaira District Co-op. Milk Producers Union Ltd., Anand on or before the date & time of submission as stated in clause 4.0 in the invitation to bid 19.2 Amul Dairy may, at its discretion, extend the deadline for the submission of bids by issuing an amendment in accordance with clause 8 hereof, in which case all rights and obligation of Amul Dairy and the bidders previously subject to the original deadline shall thereafter be subject to the new deadline as extended Late Bids 20.1 Any bid received by Amul Dairy later than the dead line for the submission of bids as prescribed by Amul Dairy in accordance with clause 19 shall be returned unopened to the bidder Modification and withdrawal of bids The bidder may modify or withdraw his bid after bid submission provided that the modifications or notice of withdrawal is received in writing by Amul Dairy prior to the prescribed dead line for the submission of bids The bidder s modification or notice of withdrawal shall be prepared, sealed, marked and delivered in accordance with the provisions of clause 18 for the submission of bids, with the inner envelope additionally marked MODIFICATION or WITHDRAWAL as appropriate Subject to clause 24, no bid shall be modified subsequent to the deadline for the submission of bids Withdrawal of the bid during the interval between the deadline for the submission of bids and the expiry of the period of bid validity shall result in forfeiture of the Bid security pursuant to clause 14. E. BID OPENING AND EVALUATION 22.0 Bid Opening 22.1 Amul Dairy will open the bids, including submission made pursuant to clause 21 in the presence of bidder s representative who chooses to attend, at the office of Amul Dairy and date stated in the clause 4.0 in the invitation to Bid. The bidder s representatives who are present shall sign a register evidencing their attendance Bids for which an acceptable notice of withdrawal has been submitted pursuant to clause 21.0 shall not be opened. Amul Dairy will examine the bids to determine whether they are complete, whether the requisite bid security have been furnished, whether the documents have been properly signed, and whether the bids are generally in order At the bid opening Amul Dairy announce the bidder s names, the bid prices, written notifications of bid modifications and withdrawals, if any, the presence of requisite bid security, and such other details as Amul Dairy may consider appropriate Amul Dairy shall prepare, for its down records, the minutes of the bid opening, including the information disclosed to those present in accordance with sub-clause 22.3 Page 19 of 88

20 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Process to be confidential 23.1 After the public opening of bids, information relating to the examination, clarification, evaluation and comparison of bids and recommendations concerning the award of contract shall not be disclosed to bidders or other persons not officially concerned with such process until the award of the contract to the successful bidder has been announced Any effort by a bidder to influence Amul Dairy in the process of examination, clarification, evaluation and comparison of bids and in the decision concerning the award of contract may result in the rejection of the bidder s bid Clarification of Bids 24.1 To assist in the examination, evaluation and comparison of bids, Amul Dairy may ask the bidders individually for clarification of their bids, including break down of unit rates. The request for clarification and the response shall be in writing but no change in the price or substance of the bid shall be sought, offered or permitted except as required to confirm the correction of arithmetic errors discovered by Amul Dairy during the evaluation of the bids in accordance with clause Determination of Responsiveness 25.1 Prior to the detailed evaluation of the bids, Amul Dairy will determine whether each bid is substantially responsive to the requirements of the bidding documents For the purpose of this clause, a substantially responsive bid is one which conforms to all terms, conditions and specifications of the bidding documents without material deviation or reservation. A material deviation or reservation is one which affects in any substantial way the scope, quality or the performance of the works or which limits in any substantial way, inconsistent with the bidding documents, Amul Dairy rights or the bidder s obligations under the contractor, and the rectification of which deviation or reservation would affect unfairly the competitive position of other bidders presenting substantially responsive bids If a bid is not substantially responsive to the requirements of the bidding documents, it will be rejected by Amul Dairy and may not be subsequently made responsive by the bidder having corrected or withdrawn the non-conforming deviation or reservation Correction of Errors 26.1 Bids determined to be substantially responsive will be checked by Amul Dairy for any arithmetic errors in computation and summation. Errors will be corrected as follows: Where there is a discrepancy between rates or amounts in figures and in words, the rate or amounts in words shall govern and Where there is a discrepancy between the unit rate and the total amount derived from the multiplication of the unit rate and the quantity the unit rate as quoted shall govern The amount stated in the form of bid will be adjusted by Amul Dairy in accordance with the above procedure for the correction of errors and, with the concurrence of the bidder, shall be considered as binding upon the bidder. If the bidder does not accept the corrected amount of bid, his bid shall be rejected and the bid security shall be forfeited. Page 20 of 88

21 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Conversion to single currency 27.1 All bid prices shall be submitted in Indian currency only Evaluation and comparison of the Bids 28.1 Amul Dairy shall evaluate and compare only bids determined to be substantially to the requirement of the bidding documents in accordance with clause In evaluating bids, Amul Dairy will determine for each bid the evaluated price by adjusting the bid price making any correction for errors pursuant to clause Amul Dairy reserves the right to accept or reject any variation, deviation offers. Variations, deviations and alternative offers and other factors which are in excess of the requirement of the bidding documents or otherwise result in the accrual of unsolicited benefits to Amul Dairy shall not be taken in to account in bid evaluation Price adjustment provisions applying to the period of execution of the contract shall not be taken in to account in bid evaluation If the bid of the successful bidder is seriously unbalanced in relation to Amul Dairy s estimate of the real cost of the work to be performed under the contract, Amul Dairy may require that the amount of the performance security deposit set forth in the clause 33.0 be increased at the expense of the successful bidder to a level sufficient to protect Amul Dairy against financial loss in the event of subsequent default of the successful bidder under the contract. F. AW ARD OF CONTRACT 29.0 Award Criteria 29.1 Subject to clause 30, Amul Dairy shall award the contract to the bidder whose bid has been determined to be substantially responsive to the bidding documents and Amul dairy shall also consider bidder s price, quality, capacity and skill and, provided further that the bidder has the capability and the resources to carry out the contract effectively Amul Dairy s Right to accept any Bid and to reject any or all bids Withstanding clause 29 or any other clauses stated above, Amul Dairy reserves the right to accept or reject any bid and to annual the bidding process and reject all bids, at any time prior to the award of the contract, without thereby incurring any liability to the affected bidder(s) or any obligation to inform the affected bidder(s) of the grounds for Amul Dairy s action Notification of Award 31.1 Prior to the expiry of the period of bid validity prescribed in the bid documents, Amul Dairy will notify the successful bidder by confirmed in writing that his bid has been accepted. This letter (hereinafter and in the conditions of contract referred to as Letter of Acceptance ) shall name the sum which Amul Dairy will pay to the contractor in consideration of the execution, completion and the maintenance of the works by the contractors as prescribed by the contract (hereinafter and in the conditions of the contract referred to as the contract price ) The notification of the award will constitute the formation of the contract. Page 21 of 88

22 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Upon the furnishing by the successful bidder of a performance security in accordance with the clause 33 Amul Dairy will notify the unsuccessful bidders that their bids have been unsuccessful Signing of Agreement At the same time that Amul Dairy notifies the successful bidder that his bid has been accepted, Amul Dairy will send the bidder the form of Agreement provided in the bidding documents, incorporating all agreements between the parties Within 15 days of the receipt of the form of Agreement the successful bidder shall sign he form and return it to Amul Dairy Performance Security 33.1 Within 30 days of the receipt of the notification of award from Amul Dairy, the successful bidder shall furnish to Amul Dairy a performance security for an amount of 5% of the contract value pursuant to clause 10.0 of General conditions of contract Failure of the successful bidder to comply with the requirements of the clause 32 or 33 shall constitute sufficient grounds for the annulment of the award and forfeiture of the bid security. Page 22 of 88

23 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. FORM OF BID The Appendix forms part of the bid. Bidders are required to fill up all the blank spaces in this form of bid and Appendix. Name of Contractor : Name and address of Amul Dairy : Kaira District Co-op. Milk Producers Union ltd. Anand , Gujarat Description of Works : Construction of Molasses tank Civil & Electrical Work (6000 MT capacity,2 nos) Location : Near Kapadinivav, Ladvel Chokdi, Pakhiya Road, Taluka Kapadwanj, Dist. Kheda, Gujarat, India Dear Sir, 1.0 Having examined the Drawings, conditions of contract, specifications and schedule of quantities for the execution of above mentioned works, we, the undersigned offer to execute, complete and maintain the whole of the said works in conformity with the said Drawings, Conditions of Contract, Specifications and Schedule of quantities for the sum of Rs. * or such other sum as may be ascertained in accordance with said conditions. 2.0 We undertake, if our bid is accepted to commerce the works within 30 days of receipt of the Letter of Acceptance, and to complete and deliver the whole of the above said works comprised in the contract within ** days calculated from the last day of the afore said period in which the works are to be commenced. 3.0 If our bid is accepted we will furnish a security in the form of a bank guarantee (to be approved by you) to be jointly and severally bound with us in amount of 5% of the above named sum in accordance with the conditions of contract. 4.0 We agree to abide by this bid for the period of 90 days from the date of bid opening prescribed in clause 22 of the Instruction to Bidders, and it shall remain binding upon us and may be accepted at any time before the expiry of that period. 5.0 Unless and until an Agreement is prepared and executed, this Bid, together with your written acceptance thereof, shall constitute a binding contract between us. 6.0 We understand that you are not bound to accept the lowest or any Bid you may receive. * The total Bid Price is to be inserted in writing and figures by me Bidder. The currency of Bid should be in accordance with clause 12 of the Instructions to Bidders. Page 23 of 88

24 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. ** To be inserted by the Bidder. The numbers should conform to me timing specified by Amul Dairy, Anand in the bidding documents. APPENDIX TO THE FORM OF BID Condition of Contract Clause no. 1. Amount of Performance Security 10 5% of contract Value. o Bank Draft o Bank Guarantee 2. Minimum Amount of Third Party Insurance Lakh. 3. Period for Commencement from the Date of Letter of Acceptance days 4. Time for completion 43 3 months 5. Rate of Liquidated Damage 47 Rs.2,00,000 per week (Rupees Two lacs only) 6. Maximum Limit of Liquidated Damages 47 5 % percent 7. Period of Maintenance months (Defect liability Period) 8. Percentage of Retention percent 9. Maximum Limit of Retention Money 60 5% percent 10. Time within which the payment would be made after the certificate days Date this day of 200. Signature in the capacity of duly authorized to sign the bid for and on behalf of (in capital letters). ** To be inserted by the Bidder. The number should conform to the timing specified by Amul Dairy, Anand in the bidding documents. Name of Witness: Address: Signature: Section : Page 24 of 88

25 Page 25 of 88 PROPOSED CATTLE FEED FACTORY, KAPADWANJ.

26 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. FORM OF AGREEMENT FOR CIVIL CONSTRUCTION WORK This Agreement is made and executed on the day of 200 between Kaira District Co-operative Milk Producers Union Ltd., Anand having its registered office at (herein after referred to as Amul Dairy, Anand) of the ONE PART and (herein after referred to as the Contractor, which expression, shall, unless repugnant to the context or meaning thereof, include the heirs, successors, assignees executors and administrators of the Contractor) of the OTHER PART. WHEREAS Amul Dairy, Anand is desirous that certain works should be executed, viz and has, by letter of Acceptance dated, accepted a bid by the contractor for the execution, completion and maintenance of such works, NOW THIS AGREEMENT WITNESSTH AS FOLLOWS : 1.0 In this agreement, works and expressions shall have the same meanings as are respectively assigned to them in the conditions of contract hereinafter referred to. 2.0 The following documents shall be deemed to form and be read and construed as a part of this agreement, viz. i) this Form of Agreement ii) the letter of Acceptance iii) the said bid and Appendix iv) the Technical Specifications v) the schedule of Quantities vi) the Drawings vii) the schedule of supplementary information viii) Special conditions of contract ix) General conditions of contract x) Schedule of Materials to be issued by Amul Dairy, Anand xi) From of Bank Guarantees * The contractor shall not fill up this form. 3.0 The aforesaid documents shall be taken as complementary and mutually explanatory of one another, but in the case of ambiguities and discrepancies shall take precedence in the order set out above. 4.0 In the consideration of the payment to be made by Amul Dairy, Anand to the contractor as hereinafter mentioned, the contractor hereby covenants with Amul Dairy, Anand to execute, complete and maintain the works in conformity in all respects with the provisions of the contract. 5.0 Amul Dairy, Anand hereby covenants to pay the contractor in consideration of the execution, completion and maintenance of the works the contract price at the times and in the manner prescribed by the contract. Page 26 of 88

27 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. IN WITNESS WHEREOF the parties hereto have caused their respective common seals to be hereunto affixed the day, month and year first above written. Signed, sealed & delivered for and on behalf of the within named Amul Dairy, Anand By the hands of its Authorized Signatory. Authorized Signatory Kaira District Cooperative Milk Producers Union Limited, Anand For In the presence of: WITNESS: 1) Signature: Name: Address: 2) Signature: Name : Address: Signed, sealed and delivered for and on behalf of the within named Contractor, the other part. In the presence of: WITNESS: 1) Signature: Name: Address: 2) Signature: Name: Address: Page 27 of 88

28 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. ACCEPTABLE FORMS OF BANK GUARANTEES Table of Contents 1.0 Performance Security 2.0 Bid Security 3.0 Mobilization Advance Loan 4.0 Retention Money Page 28 of 88

29 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 1.0 Performa of Bank Guarantee for performance security on Non Judicial stamp paper of Rs.100/- Bank Guarantee No. Date. This deed of guarantee made this day of 200 (Two thousand and ) by (Name and the address of the Bank), hereinafter referred to as the bank, which shall unless repugnant to the context or the meaning thereof includes its legal representatives, successors and assigns and the Kaira District Co-operative Milk Producers Union Ltd., Anand (hereinafter referred to as Amul Dairy, Anand) which expression shall unless repugnant to the context or meaning thereof include its legal representative, successors or assigns. Whereas Amul Dairy has awarded a contract bearing no. on M/s. (Name and the address of the party), hereinafter referred to as the contractor, for the execution, completion and the maintenance of And whereas, the contractor has agreed to submit a performance security in the form of a bank guarantee to Amul Dairy, Anand as per the terms and conditions of the bidding documents and the contract which will be kept valid upto calendar months from the date of bank guarantee ( the period should be till end of Period of Maintenance). And whereas, the bank and its duly constituted agent and officer has already read and understood the contract made between Amul Dairy, Anand and the contractor. In consideration of Amul Dairy, Anand having agreed to award the contract on the contractor, we (the bank), do hereby guarantee, undertake promise and agree with Amul Dairy, Anand, its legal representatives, successors and assigns that the within named ( the name of the contractor) their legal representatives and assignees will faithfully perform and fulfill everything within the bidding document and the contract order on their part to be performed or fulfilled, at the time (time being the essence of the contract) and in the manner therein provided, do all obligations there under and we further undertake and guarantee to make payment to Amul Dairy, Anand a sum of Rs. (Rupees Only) being 5% of the contract value, in the case contractor, their legal representatives and the assignees do not faithfully perform and fulfill everything within the bidding document and the contract order on their part to be performed or the fulfilled at the time and the manner therein provided and do not willfully and promptly do all the obligations there under. In case the contractor fails to perform or fulfill the contract as per the terms and the conditions agreed upon, Amul Dairy, Anand is entitled to demand the amount equivalent to 5% of the contract value from the contractor and the demand made by Amul Dairy, Anand itself will be conclusive evidence and proof that the contractor has failed to perform or fulfill his obligations under the contract and neither the contractor nor the bank shall be entitled to raise any dispute regarding the reasons for the failure of performance or fulfillment on any ground whatsoever. We (the name of the bank) do hereby undertake to pay an amount equivalent to the 5% of the contract value being the amount due and payable under this guarantee without any demur merely on a demand from Amul Dairy, Anand stating that the amount claimed is due by way of non performance of the contractual obligations as aforesaid by the contractor or by the reason of the contractor s failure to perform the said contractual commitments., any such demands made on the banks shall be conclusive as regards the amount due and payable by the bank under this guarantee. However our liability under this guarantee shall be restricted to an amount not exceeding Rs. (Rupees ) being the amount equal 5% of the contract value. We the bank further agree that the performance security herein contained shall remain in full force and effect for period of calendar months from the date of the bank guarantee (the period shall Page 29 of 88

30 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. be till the end of period of Maintenance) whichever is later or till Amul Dairy, Anand certifies that the terms and conditions of the said contract have been fully and properly carried out by the said contractor and accordingly discharge the guarantee, unless a demand or a claim under this guarantee is made on us in writing by Amul Dairy, Anand on or before we shall be discharged from all liabilities under this performance security here after. We the bank further agree with Amul Dairy, Anand that Amul Dairy, Anand shall have the fullest liberty without our consent and without affecting in any manner our obligations hereunder to vary any of the terms and the conditions of the bidding document and the contract or to extend the time of performance by the said contractor from time to time or postpone for any time or from time to time and any of the power exercisable by Amul Dairy, Anand against the contractor and to forbear or enforce any of the terms and conditions relating to the said bidding document and the contract and we shall not be relieved from our liability by reason of any such variation or extension being granted to the said contactor or for any forbearance, act or omission on the part of Amul Dairy, Anand to the said contractor by any such matter or thing whatsoever which under the law relating to sureties would but for this provision have effect of so relieving us. This guarantee shall be in addition to and without prejudice to any other securities or remedies which Amul Dairy, Anand may have or hereafter posses in respect of the works executed or intended to be executed and Amul Dairy, Anand shall be under no obligation to marshal in favor of the bank any such securities or funds or assets that Amul Dairy, Anand may be entitled to receive or have a claim upon and Amul Dairy, Anand at its absolute discretion may vary, exchange, renew modify or refuse to complete to enforce or assign any security or instrument. The bank agrees that the amount hereby guaranteed shall be due and payable to Amul Dairy, Anand on serving us with a notice requiring the payment of the amount and such notice shall be deemed to have been served on the bank either by actual delivery thereof to the bank or dispatch thereof dispatch thereof to the bank by registered post at the address of the bank. Any notice sent to the bank at its address by registered post shall be deemed to have been duly served on the bank not withstanding that the notice may not in fact has been delivered to the bank. In order to give full effect to the provisions of this guarantee the bank hereby waives all rights inconsistent with the above provisions and which the bank might otherwise as a guarantor be entitled to claim and enforce. We, lastly undertake not to revoke this guarantee during its currency except with the previous consent of Amul Dairy, Anand in writing and the guarantee shall be a continuous and irrevocable guarantee upto a sum of Rs. (Rupees ). The guarantee shall remain in force until and unless the guarantor is renewed or the claim is preferred against the bank within three months from the said date (the date of expiry) all rights of Amul Dairy, Anand under this guarantee shall cease and the bank shall be released and discharged from all the liabilities hereunder. Place: Date: Signature: Seal: Code no.: Note: - The Contractor should ensure that the seal and the code no of the signatory is put by the bankers, before submission of the Bank Guarantee. Page 30 of 88

31 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 2.0 Performa of the Bank guarantee for Bid Security On Non-Judicial Stamp Paper of Rs.100/- Bank Guarantee No. Date. This deed of guarantee made this day of 200 (Two thousand and ) by (Name and the address of the Bank), hereinafter referred to as the bank, which shall unless repugnant to the context or the meaning thereof includes its legal representatives, successors and assigns and Kaira District Co-operative Milk Producers Union Ltd., Anand (hereinafter referred to as Amul Dairy, Anand) which expression shall unless repugnant to the context thereof include its legal representative, successors or assigns. Whereas Amul Dairy, Anand has invited bids for the construction of the proposed by the Invitation to bid no.. AND WHEREAS M/s - (Name and the Address of the bidders) who having submitted their bids (hereinafter referred to as the Tender) and have agreed to deposit to Amul Dairy, Anand and amount indicated in the Invitation to bid as per the terms and the conditions of the bidding documents. AND WHEREAS Amul Dairy, Anand is also willing to accept a Bank guarantee in lieu of payment by demand draft of any amount equivalent to the amount of bid security required to be deposited by the bidder to Amul Dairy, Anand which guarantee shall be kept valid for 120 days after the day of the opening of the bids. In consideration of Amul Dairy, Anand having agreed to consider the bid proposals having submitted by the bidder without depositing the amount of bid security and against this Bank guarantee, we (name and the address of the Bank) hereby undertake and guarantee to make payment to Amul Dairy, Anand the amount of bid security or any part thereof not deposited by the bidder to Amul Dairy, Anand at any time (time being the essence of the contract) when Amul Dairy, Anand asks for the same as per the terms and the conditions of the bidding documents within 120 days from the date of opening of the bids. The bank further undertake not to revoke this guarantee during its currency except with the previous consent of Amul Dairy, Anand in writing and the guarantee shall be continuous and irrevocable guarantee up to a sum of Rs. (Rupees only) provided always that any indulgence or forbearance on the part of Amul Dairy, Anand to the said bidder, with or without the consent of the Bank shall not prejudice or restrict remedies against the bank nor shall the same in any event be a ground of defense by the Bank against Amul Dairy, Anand. In case Amul Dairy, Anand puts forth a demand in writing on the Bank for the payment of the amount in full or in part against this Bank guarantee, the Bank will consider that such demand by itself is a conclusive evidence and proof that the bidder has failed in complying with the terms and conditions stipulated by Amul Dairy, Anand in its bidding document and payment will be made to Amul Dairy, Anand without raising any disputes regarding the reasons for such failures on the part of the bidder. The Bank shall not be discharged or released from this guarantee by any arrangement between the bidder and Amul Dairy, Anand with or without the consent of the Bank or any alterations in the obligations of the parties or by an indulgence, forbearance shown by Amul Dairy, Anand to the bidder. This guarantee shall be in addition to and without prejudice to any other securities or remedies which Amul Dairy, Anand may have or hereafter processes against the bidder and Amul Dairy, Anand shall be under no obligations to marshal in favour of the Bank any such securities or fund or assets that Amul Dairy, Anand at its absolute discretion may vary, exchange, renew, modify or refuse to complete or enforce or assign any security or instrument. Page 31 of 88

32 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. The Bank agrees that the amount hereby guaranteed shall be due and payable to Amul Dairy, Anand on Amul Dairy, Anand s serving with a notice requiring the payment of the amount and such notice shall be served on the dispatching thereof by to the Bank by registered post at the address of the said Bank. Any notice sent to the Bank at its address by registered post shall be deemed to have been duly served on the Bank notwithstanding that the notice may not in fact have been delivered to the Bank. In order to give full effect to the provisions of this guarantee the Bank thereby waives all rights inconsistent with the above provisions and which the Bank might otherwise as a guarantor be entitled to claim and enforce. The guarantee shall remain in force until and unless the guarantee is renewed or a claim is preferred against the bank within three months from the said date all rights of Amul Dairy, Anand under this guarantee shall cease and the bank shall be released and discharged from all liabilities hereunder. Notwithstanding anything contained here before, our liability under this guarantee is restricted to Rs. (Rupees only) being the amount of the Bid security and it shall remain in force until. Place : Date : Signature: Seal: Code no.: Note : Bidders should ensure that the seal and code no. of signatory is put by the Bankers, before submission of the Bank guarantees. Page 32 of 88

33 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 3.0 Performa of the Bank guarantee for the Mobilization Advance loan on Non Judicial stamp paper of Rs. 100/- In consideration of Kaira District Co-operative Milk Producers Union Ltd., Anand (hereinafter called Amul Dairy, Anand having the regard to grant the mobilization advance of Rs. (Rupees ) to M/s for the construction of ( hereinafter called the said work order ) under the terms and the conditions of the work order no. dated made between Amul Dairy, Anand and M/s for the construction of against the loss/damage cause to or suffered by Amul Dairy, Anand by the reason of any breach by the said contractor of any of the conditions contained in the bidding documents. We, (the bank) do hereby undertake to pay amount due and payable under this guarantee without any demur merely on demand from Amul Dairy, Anand stating that the amount claimed is due by way of loss or damage caused to or would be caused to or suffered by Amul Dairy, Anand by reason of any breach by the said contractor of any of the terms and conditions contained in the contract or by reasons of the contractors failure to perform the said contract any such demand made on the bank shall be conclusive as regards the amount due and payable by the bank under this guarantee and shall be restricted to an amount not exceeding Rs. (Rupees only) We (the bank) further agree that the guarantee herein contained shall remain in full force and effect during the period that would be taken for the performance of the said contract and that it shall continue to be enforceable till all the dues of Amul Dairy, Anand under or by virtue of the said contract have been fully paid and its claim satisfied or discharged or till Amul Dairy, Anand certifies that the terms and the conditions of the said contract have been fully and properly carried by the said contractor and accordingly discharge the guarantee and unless a demand or a claim under this guarantee is made on us in writing on before we shall be discharge from all liabilities under this guarantee thereafter. We (the bank) further agree with Amul Dairy, Anand that Amul Dairy, Anand shall have the fullest liberty without our consent and without affecting in any manner our obligations hereunder to vary any of the terms and conditions of the said contract to extend the time of performance by the said contractor from time to time or to postpone for any or from time to time any of the power exercisable by Amul Dairy, Anand against the said contractor and to forbear or enforce any of the terms and conditions relating to the said contract and we shall not be relevant form our liability by reason of any such variation., or extension or for forbearance act of omission on part of Amul Dairy, Anand or any indulgence by Amul Dairy, Anand to the said contractor or any such matter or thing whatsoever which is under the law relating to sureties would but for this provision have effect of so relieving us. We, the bank lastly undertake not to revoke this guarantee during its currency with the previous consent of Amul Dairy, Anand in writing. Notwithstanding anything stated herein above the liability of the bank guarantee is restricted to Rs. (Rupees only). The guarantee shall remain in force till the and unless the guarantee is renewed or a claim is preferred against the bank within Page 33 of 88

34 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. three months from the said date all rights of Amul Dairy, Anand under the guarantee shall cease and the bank shall be released and discharged from the liability hereunder. Place: Date: Signature: Seal: Code no.: Note:- Contractors should ensure that the Seal and Code no. of the signatory is put by the bankers, before the submission of the bank guarantee. The value of the bank guarantee shall be 10% of the contract value. Page 34 of 88

35 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 4.0 Performa of Bank Guarantee for Retention Money On Non Judicial Stamp Paper of Rs. 100/- Bank Guarantee No. Date:- This deed of the guarantee made this day of 200 (two thousand and ) by (Name and the address of the Bank) hereinafter referred to as the bank which shall unless repugnant to the context or the meaning thereof includes its legal representatives successors and assigns and Kaira District Co-operative Milk Producers Union Ltd., Anand (hereinafter referred to as Amul Dairy, Anand) which expression shall unless repugnant to the context or the meaning thereof include its legal representative, successors or assigns. Whereas Amul Dairy, Anand has placed its contract order bearing number dated on (name and the address of the party) hereinafter called the contractor, for the construction of And whereas Amul Dairy, Anand has agreed to pay the contractor the retention money i.e. 5% of the value of the contract on the submission of a bank guarantee of the equal amount, which will be kept valid up to. In consideration of Amul Dairy, Anand having agreed to pay to the contractor Rs. (Rupees only) being the retention of the money i.e 5% of the value of the contract, we (the bank), hereby undertakes and quarantine to make repayment to Amul Dairy, Anand of the said 5% amount or any part thereof which does not become payable to the contractor by Amul Dairy, Anand in accordance with and subject to the terms and conditions of the said contract. The bank further undertakes not to revoke this guarantee during its currency except with the previous consent of Amul Dairy, Anand in writing and this guarantee shall be a continuous and irrevocable guarantee up to the sum of Rs. (Rupees only) The bank shall not be discharged or released from this guarantee by any arrangement between the contractor and Amul Dairy, Anand with or without the consent of the bank or any alterations in the obligations of the party or by the indulgence, forbearance shown by Amul Dairy, Anand to the contractor and the same shall not prejudice or restrict remedies against the bank nor shall the same in any event be a ground of defense by the bank against Amul Dairy, Anand. We do hereby undertake to pay an amount equal to 5% of the contract value being the amount due and payable under this guarantee without any demur, merely on a demand from Amul Dairy, Anand stating that the amount claimed is due to Amul Dairy, Anand. In case, the contractor fails to perform or fulfill the contract as per the terms and conditions agreed upon, Amul Dairy, Anand is entitled to demand an amount equal to 5% of the contract value from the contractor and the demand made by Amul Dairy, Anand by itself will be conclusive evidence and proof that the supplier has failed to perform or fulfill his obligations and neither the contractor nor the bank shall be entitled to raise any dispute regarding the reasons for the failure of performance or fulfillment on any ground. This guarantee shall be in addition to and without prejudice to any other securities or remedies which Amul Dairy, Anand may have or in hereafter possess in respect of the works executed or intended to be executed and Amul Dairy, Anand shall be under no obligation to marshal in favor of the bank any such securities. or funds or assets that Amul Dairy, Anand may be entitled to receive or have a claim upon and Amul Dairy, Anand at its absolute discretion may vary, exchange, renew, modify or refuse to complete to enforce or assign any security or instrument. The Bank agrees that the amount hereby guaranteed shall be due and payable to Amul Dairy, Anand on Amul Dairy, Anand s serving with a notice requiring the payment of t he amount and such notice shall be served on the Bank either by actual delivery thereof to the Bank or by dispatching thereof by to the Bank Page 35 of 88

36 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. by registered post at the address of the said Bank. Any notice sent to the Bank at its address registered post shall be deemed to have been duly served on the Bank notwithstanding that the notice may not in fact have been delivered to the Bank. In order to give full effect to the provisions of this guarantee the Bank thereby waives all rights inconsistent with the above provisions and which the Bank might otherwise as a guarantor be entitled to claim and enforce Notwithstanding anything contained here before, our liability under this guarantee is restricted to Rs. (Rupees being Only) being the amount of the retention money and it shall remain in force until and unless it is renewed for a further period or a claim is preferred against the Bank within three months from the said date (date of expiry) all rights of Amul Dairy, Anand under the guarantee shall cease and the bank shall be released and discharged from the liabilities hereunder. Place: Date: Signature: Seal: Code no.: Note: Bidders should ensure that the seal and code no. of signatory is put by the Bankers, before submission of the Bank guarantees. Page 36 of 88

37 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. GENERAL CONDITIONS OF CONTRACT Table Of Contents A. DEFINITIONS AND INTERPRETATIONS 1 Definitions and Interpretations B. ENGINEER & ENGINEER S REPRESENTATIVE 2 Duties and Powers of the Engineer and the Engineer s Representative 3 Inspection of works 4 Sub-letting of work C. CONTRACT DOCUMENTS 5 Language and Law of contract 6 Drawings their purpose and custody 7 Further Drawings and Instructions D. GENERAL OBLIGATIONS 8 Contractor s General Responsibilities 9 Contract Agreement 10 Performance Security 11 Inspection of site 12 Sufficiency of Tender 13 Work to be to the Satisfaction 14 Program to be furnished 15 Contractor s Superintendence 16 Contractor Employees 17 Setting out 18 Boreholes and Exploratory Excavation 19 Watching and Lighting 20 Care of Works 21 Insurance of Works 22 Damage to Persons and Property 23 Third party Insurance 24 Accident or Injury to Workmen 25 Remedy on Contractor s failure to Insure 26 Giving of Notices & payment of fees 27 Fossils etc. Page 37 of 88

38 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 28 Patent Rights and Royalties 29 Interference with Traffic & Adjoining Properties 30 Extraordinary Traffic 31 Opportunities for other contractors 32 Contractor to keep site clear 33 Clearance of site on completion E. LABOUR 34 Engagement of Labour 35 Returns of Labour etc. F. MATERIALS & WORKMANSHIP 36 Materials and Workmanship 37 Inspection of operations 38 Examination of work before covering up 39 Removal of Improper Work and Materials 40 Suspension of work G. COMMENCEMENT TIME AND DELAYS 41 Commencement of works 42 Possession of site 43 Time for Completion 44 Extension of Time of completion 45 No Night work 46 Rate of Progress 47 Liquidated Damages for Delay 48 Bonus for Early completion 49 Certification of completion of works H. MAINTENANCE AND DEFECT LIABILITY 50 Definition of Period of Maintenance 51 Contract to search I. ALTERATIONS ADDITIONS AND VARIATIONS 52 Variations 53 Valuation of variations J. PLANT, TEMPORARY WORKS AND MATERIALS 54 Plant for Exclusive use for the Works 55 Approval of Materials etc., not implied Page 38 of 88

39 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. K. MEASUREMENT 56 Quantities 57 Works to be Measured 58 Method of Measurement L. NOMINATED SUB CONTRACTORS 59 Definition M. CERTIFICATE AND PAYMENTS 60 Interim Payment certificates 61 Approval only by Maintenance certificate 62 Maintenance certificate N. REMEDIES AND POWERS 63 Default of contractor 64 Urgent repairs O. SPECIAL RISKS 65 No Liability for War etc. 66 Payment in the Event of Frustration 67 Settlement of Disputes 68 Arbitration 69 Notices 70 Default of Amul Dairy 71 Changes in Cost Legislation 72 Taxation 73 Bribery and Collusion 74 Termination of contract for Amul Dairy s convenience Page 39 of 88

40 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. A. DEFINITIONS AND INTERPRETATIONS In the contract, as hereinafter defined, the following words and express shall have the meanings hereby assigned to them, except where the context otherwise requires:- 1.1 AMUL DAIRY shall mean the client Amul Dairy - Kaira District Co-Op. Milk Producers Union Ltd., Anand and shall include his and assignees, as well as his successors authorized representatives. 1.2 CONSULTANT The consultants appointed by Amul Dairy for the Project. 1.3 ENGINEER shall mean the Engineer or any other authorized representative of Amul Dairy 1.4 ARCHITECT shall mean the architect appointed by Amul Dairy 1.5 STRUCTURAL CONSULTANTS Shall mean the structural consultants appointed by Amul Dairy 1.6 BIDDER shall be the firm / party / individual who submit the bid against the invitation to Bid. 1.7 CONTRACTOR shall mean the successful bidder whose Bid has been accepted by Amul Dairy and on whom a work order has been placed and shall include his heirs, legal representatives and assignees. 1.8 SUB-CONTRACTOR shall mean the person / firm / party / named by the contractor whom a part of the contract has been sublet with the consent of Amul Dairy and shall include his heirs, successors, legal representatives, and assignees. 1.9 Contract price/rate shall mean the prices/rates of the accepted Bid Contract Shall mean the articles of agreement, the conditions, the appendix, the schedule of quantities, and / or specifications attached herewith Notice in writing" shall mean a notice in written, typed or printed characters sent (unless delivered personally or otherwise proved to have been received) by registered / ordinary post to the last known address or the registered office of the addressee and shall be deemed to have been received when in the ordinary course of post it would have been delivered Site shall mean the actual place of the proposed project or any other place where work is to be executed under the contract. It shall also include any other land allotted by Amul Dairy for the contractor s use Month shall mean from the beginning of a given date of a calendar month to the end of the preceding date of the next calendar month. Page 40 of 88

41 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Week shall mean seven consecutive days Day shall mean a day from midnight to midnight Building shall mean the proposed building (s), roads, fencing, sanitary and water supply etc. under the contract Bid Security shall mean the sum paid along with the bid as a token to bind the contract Award shall mean the written acceptance of Bid by Amul Dairy given to the successful bidder Performance security shall mean the amount pledged with Amul Dairy while signing the agreement for faithful and satisfactory performance of the contract Constructional Plant Shall mean all appliances or things of whatsoever nature required in or about the execution and maintenance of the works but does no include the materials or other things required intended to form or forming part of the works Specifications Shall mean the specification referred to in the bid and nay modification thereof or additional thereto as may from time to time be furnished or approved in writing by Amul Dairy / Architect Drawings Shall mean drawings referred to in the specifications and any modification of such drawings approved in writing by the Architect and such other drawings as may from time to time be furnished or approved in writing by Amul Dairy / Architect Temporary Works Shall mean the temporary works of every kind required in or about the execution or maintenance of works Permanent Works Shall mean the permanent works to be executed and maintained in accordance with the contract Works Shall includes both temporary works and permanent works Approved / Approval Shall mean approved in writing, including subsequent written confirmation of previous verbal or written approval I.S.S. Shall mean Indian Standard Specifications 1.29 Government Shall mean the Government of India or any other state Government Tender Shall mean the Bid Headings and Marginal notes: Page 41 of 88

42 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. All headings of an notes to the clauses of these Conditions of Contract or of and to the Specifications or any other bid document are solely for the purpose of giving concise indication and not a summary of the contents thereof, and they shall never be deemed to be the part of the or be used in the interpretation or construction thereof or of the Contract Singular and Plural Cost In this Contract document unless otherwise stated specifically the singular shall include the plural and vice-versa wherever the context so requires. The cost shall be deemed to include overhead cost whether on or off the site. Page 42 of 88

43 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. B. ENGINEER & ENGINEER S REPRESENTATIVE 2.0 Duties and Powers of the Engineer and the Engineer s Representative. 2.1 The Field management shall be the responsibility of the Engineer. The Engineer shall carry out such duties as taking decisions and issuing certificates and orders as specified in the Contract. The Engineer is empowered to take decisions on the following matters: (a) (b) (c) (d) (e) Approval of subletting of any part of the works pursuant to clause 4.0 hereof; Certification of additional sums under sub clause 53(2) hereof; Determination of an extension of time pursuant to clause 44.0 hereof Issuance of a variation order pursuant to clause 52.0 hereof; Fixing rates or prices for the additional works executed under the Contract pursuant to clause 52.0 hereof. 2.2 The Engineer s Representative shall be responsible to the Engineer and his duties are to watch and supervise the works and to test and examine any materials to be used or workmanship employed with the works. The Contractor shall get the materials or the workmanship tested, as instructed by the Engineer s Representative, at his own cost. He shall have no authority to relieve the Contractor of any of his duties or obligations under the Contract or, except as expressly provided hereunder or elsewhere in the Contract, to order any work involving delay or any extra payment by Amul Dairy, or to make any variation of or in the works. 2.3 Amul Dairy may from time to time in writing delegate to the Engineer s Representative any of the powers and authorities vested in the Engineer. Any written instruction or approval given by the Engineer s Representative to the Contractor within the terms of such delegations, but not otherwise, shall bind the Contractor as though it had been given by the Engineer provided always as follows: - (a) (b) Failure of the engineer s Representative to disapprove any work or materials shall not prejudice the power of the Engineer there after to disapprove such work or materials and to order the pulling down, removal or breaking up thereof. If the Contractor shall be dissatisfied by reason of any decision of the Engineer s Representative he shall be entitled to refer the matter to the Engineer, who shall there upon confirm, reverse or vary such decision. 3.0 Inspection of works 3.1 Amul Dairy and his representatives shall have full power and authority to inspect the works at any time wherever the work is in progress either on the site or at the Contractor s premises/workshop wherever situated, premises/workshop of any person, firm or corporation where the work in connection with the Contract may be in hand or wherefrom materials are Page 43 of 88

44 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. being produced or are to be supplied, and the Contractor shall afford or procure for the Engineer every facility and assistance to carry out such inspection. The Contactor shall at all times during usual working hours and at all other times at which reasonable notice of the intention of the Engineer or the Engineer s Representative to visit the works shall have been given to the Contractor, either himself be present to receive the orders and instructions, or have a responsible agent representative duly accredited in writing present for the purpose. Orders given to the Contactor s agent/representative shall be considered to have the same force as if they had been given to the Contractor himself. The Contractor shall give not less than three days notice in writing to the Engineer s Representative before covering up or otherwise placing beyond the reach of inspection and measurement any work in order that the same may be inspected and measured. In the event of breach of the above the same shall be uncovered at the Contractor s expenses for carrying out such measurement or inspection. 3.2 No materials shall be removed form the site before obtaining the approval in writing of the Engineer. The Contractor is to provide at all times during the progress of the work and the maintenance period proper means of access with ladders, gangways, etc. and the necessary attendance to move and adopt as directed for inspection or measurement of the works by the Engineer s Representative. 3.3 The Contractor shall make available to the Engineer s Representative free of cost all necessary instruments and assistance in checking of setting out of works and checking of any works made by the Contractor for the purpose of setting out and taking measurements of works. 4.0 Sub-letting of work: The Contractor shall not sub-let the whole of the works. Except where otherwise provided by the Contract, the Contractor shall not sub-let any part of the works without prior written consent of the Engineer, which shall not be unreasonably withheld, and such consent, if given shall not relieve the Contractor from any liability or obligation under the Contract and he shall be responsible for the acts, defaults and negligence of any sub-contractor, his agents, servants or workmen. Provided always that the provision of labor on a piecework basis shall not be deemed to be a sub-letting under this clause. Page 44 of 88

45 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. C. CONTRACT DOCUMENTS 5.0 Language and Law of Contract. 5.1 i) All written material and correspondence shall be in English ii) The law to which the Contract is to be subjected and according to which the Contract is construed, shall be the law being in force in India and/or the state where the Contract shall be performed. 5.2 Documents mutually explanatory Except if any to the extend otherwise provided by the Contact, the provisions of the General Conditions and Special Conditions of the Contract shall prevail over those of any other documents forming part of the Contract. Several documents forming the Contract are to be taken as mutually explanatory. Should there be any discrepancy, inconsistency, error or omission in the Contracts or any of them the matter may be referred to Engineer who shall give his decisions and issue to the Contractor instructions, directing in what manner the work is to be carried out. The decision of the Engineer shall be final and conclusive and the Contractor shall carry out the work in accordance with this decision. 5.3 Works shown upon the drawing but not mentioned in the specifications or described in the specifications without being shown on the drawings shall nevertheless be held to be included in the same manner as if they had been specifically shown upon the drawings and described in the specifications. 6.0 Drawings: their purpose and the custody 6.1 The Contract drawings read together with the Contract specifications are intended to show and explain the manner of executing the work and to indicate the type and the class of materials to be used. 6.2 In case any feature of the work is not set forth in the drawings and specifications, the Contractor shall forthwith apply to the Engineer for further instructions, drawings or specifications 6.3 The drawings shall remain in the sole custody of the Engineer, but two copied shall be issued to the Contractor free of charge. One copy of the drawings, furnished to the Contractor as aforesaid, shall be kept by the Contractor on the site and the same shall at all responsible times be available for inspection and use by the Engineer or the Engineer s Representative and by any other person authorized by the Engineer in writing. At the completion of the Contract the Contractor shall return to the Engineer all drawings issued under the Contract. 6.4 The Contractor shall give written notice to the Engineer whenever planning or progress of the works is likely to be delayed unless any further drawing or instruction is issued by Amul Dairy / Engineer within a reasonable time. The notice shall include the detail of the drawing or instruction required and of why and by when it is required and of any delay or disruption likely to be suffered if it is late. Page 45 of 88

46 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 6.5 The Contractor shall submit the following information, in triplicate, to the Engineer for approval within the time stipulated against each item below. a) A general layout plan of construction plant and equipment for the execution of work within fourteen days from the date of notice to proceed with the work; and b) Drawings or prints showing the location of major plants and other facilities which he proposes to put up at the site including any changes in the general layout, at least fourteen days prior to the commencement of the respective work. 7.0 Further Drawings and Instructions 7.1 The Engineer may also authorize his representatives to perform his duties and functions. The Contractor shall carry out and be bound by the same. The Engineer shall have full powers and authority to supply to the Contractor from time to time, during the progress of the works, such further drawings and instructions as shall be necessary for the proper execution of the project. Page 46 of 88

47 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. D. GENERAL OBLIGATIONS 8.0 Contractor s General Responsibilities 8.1 The Contractor shall, subject to the provisions of the Contact, and with due care and diligence, execute and maintain the Works and provide all labor, including the supervision thereof, materials, Construction Plant and all other things, whether of a temporary or permanent nature, required in and for such execution and maintenance, so far as the necessity for providing the same is specified in or is reasonably to be inferred from the Contract. 8.2 The Contractor shall take full responsibility for the adequate stability and safety of all site operations and methods of construction, provided that the Contractor shall not be responsible, except as may be expressly provided in the Contract, for the design or specification of the Permanent Works, or for the design or specification of any Temporary Works prepared by the Engineer. 9.0 Contract Agreement 9.1 The Contractor shall call upon so to do enter into and execute a Contract Agreement, in the form annexed with such modification as may be necessary Performance Security 10.1 Within 30 days of the receipt of the notification of the Award of the Contract from Amul Dairy the successful bidder shall furnish to Amul Dairy a performance security for an amount of 5% of the Contract value The proceeds of the performance security shall be payable to Amul Dairy as compensation for any laws resulting from the contractor's failure to complete the work under the contract The performance security shall be denominated in Indian Rupees and shall be in any of the following forms: - a) A Demand draft drawn in favor of Amul Dairy payable at the place mentioned in the address of Amul Dairy stated in the Invitation to Bid. b) A Bank guarantee issued by a Nationalized Indian Bank only. The acceptable form shall be strictly as provided in Section IX of the Binding documents. c) If the contractor fails to submit the Bank Guarantee, necessary amount will be deducted from their running bill The bank guarantee shall be valid for the entire period of Contract including the Period of Maintenance plus 90 days. The validity of the bank guarantee is suitably extended in the event of extension of time of the Contractor pursuant to clause 44 herein The performance security shall be released by Amul Dairy not later than 60 days following the date of delivery of defect liability period In the event of increase in the Contract value, in actual execution, proportionate additional performance security shall be paid by the Contractor if called upon to do so. Page 47 of 88

48 PROPOSED CATTLE FEED FACTORY, KAPADWANJ In the event of decrease in the Contract value the performance security shall be proportionately adjusted on the completion of the work No interest shall be paid by Amul Dairy for the amount deposited as Performance security with Amul Dairy Inspection of site 11.1 The Contractor shall be deemed to have inspected and examined the site and its surroundings and information available in connection therewith and to have satisfied himself, before submitting his Tender, as to the form and nature thereof, including the sub-surface conditions, the hydrological and climatic conditions, the extent and nature of work and materials necessary for the completion of the Works, the means of access to the Site and accommodation he may require and, in general, shall be deemed to have obtained all necessary information, subject as above mentioned, as to risks, contingencies and all other circumstances which may influence or affect his Tender Sufficiency of Tender 12.1 The Contract shall be deemed to have satisfied himself before tendering as to the correctness and sufficiency of his Tender for the Works and of the rates and prices stated in the priced Schedule of Quantities and the Schedule of Rates and Prices, if any, which Tender rates and prices shall, except insofar, as it is otherwise provided in the Contract, cover all his obligations under the Contract and all matters and things necessary for the proper execution and maintenance of the Works Work to be to the Satisfaction 13.1 The Contractor shall execute and maintain the Works in strict accordance with the Contract to the satisfaction of the Architect / Engineer and shall comply with and adhere strictly to the Engineer s instructions and directions on any matter whether mentioned in the Contract or not, touching or concerning the Works. The Contractor shall take instructions and directions only from the Engineer Program to be furnished 14.1 The Contractor shall, after the acceptance of his Tender submit to the Engineer for his approval a program showing the order of procedure in which he proposes to carry out the Works. The Contractor shall whenever required by the Engineer, also provide in writing for his information a general description of the arrangements and methods which the Contractor proposes to adopt for the execution of Works If at any time it should appear to the Engineer that the actual progress of the Works does not conform to the approved program referred to in sub-clause (1) of this Clause, the Contractor shall produce, at the request of the Engineer, a revised program showing the modifications to the approved program necessary to ensure completion of the Works within the time for completion as defined in Clause 43 hereof The submission to and approval by the engineer of such programs or the furnishing of such particulars shall not relieve the contractor of any of his duties or responsibilities under the contract. Page 48 of 88

49 PROPOSED CATTLE FEED FACTORY, KAPADWANJ The program shall be reviewed and revised if required at three monthly intervals and shall include a chart of the principal quantities of work forecast for execution monthly and a schedule of payments expected to be made to the Contractor by Amul Dairy Contractor s Superintendence 15.1 The Contractor shall give or provide all necessary superintendence during the execution of the Works and as long thereafter as the Engineer may consider necessary for the proper fulfilling of the Contractor s obligations under the Contract. The Contractor, or a competent and authorized agent or representative approved of in writing by the Engineer, which approval may at any time be withdrawn, is to be constantly on the Works and shall give his whole time to the superintendence of the same. If such approval shall be withdrawn by the Engineer, the Contractor shall, as soon as is practicable, having regard to the requirement of replacing him as hereinafter mentioned, after receiving written notice of such withdrawal, remove the agent from the Works and shall not thereafter employ him on the Works in any capacity and shall replace him by another agent approved by the Engineer. Such authorized agent or representative shall receive, on behalf of the Contractor, directions and instructions from the Engineer Contractor s Employees 16.1 The Contractor shall provide and employ on the Site in connection with the execution and maintenance of the Works: a) Only such technical assistants as are skilled and experienced in their respective fields and sub-agents, foremen and leading hands as are competent to give proper supervision to the work they are required to supervise, and b) Such skilled, semi-skilled and unskilled labour as is necessary for the proper and timely execution and maintenance of the Works It shall be the liability of the Contractor to remove forthwith from the works any personnel engaged by the Contractor, in or about the execution or maintenance of the works, who, misconducts himself or is incompetent or negligent in the proper performance of his duties or whose engagement is otherwise considered to be undesirable and such person shall not be again engaged upon the work. Any person so removed, by the Contractor, from the works shall be replaced, by the Contractor, as soon as possible by a competent substitute Setting-out 17.1 The Contractor shall be responsible for the true and proper setting-out of the Works in relation to original points, lines and levels of reference given by the engineer in writing and for the correctness, subject as above mentioned of the position, levels, dimensions and alignment of all parts of the Works and for the provision of all necessary instruments, appliances and labor in connection therewith. If at any time, during the progress of the Works, any error shall appear or arise in the position, levels dimensions or alignment of any part of the Works, the Contractor, on being required so to do by the Engineer shall, at his own cost, rectify such error to the satisfaction of the Engineer, unless such error is based on incorrect data supplied in writing by the Engineer in which case the expense of rectifying the same shall be borne by Amul Dairy. The checking of any setting-out or of any line or level by the Engineer shall not in Page 49 of 88

50 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. any way relieve the Contractor of his responsibility for the correctness thereof and the Contractor shall carefully protect and preserve all benchmarks, sight-rails, pegs and other things used in setting-out the Works Boreholes and Exploratory Excavation 18.1 If, at any time during the execution of the Works, the Engineer shall require the Contractor to make boreholes or to carry out exploratory excavation, such requirement shall be ordered in writing and shall be deemed to be an addition ordered under the provision of Clause 52 hereof, unless a provisional sum in respect of such anticipated works shall have been included in Schedule of Quantities Watching and Lighting 19.1 The Contractor shall in connection with the Works provide and maintain at his own cost all lights, guards, fencing and watching when and where necessary or required by the Engineer, for the protection of the Works, or for the safety and convenience of the public or others Care of Works 20.1 From the commencement of the Works until the date stated in the Certificate of Completion for the whole of the Works pursuant to Clause 49 hereof the Contractor shall take full responsibility for the care thereof. Provided that if the Engineer shall issue a Certificate of Completion in respect of any part of the Permanent Works the Contractor shall cease to be liable for the fare of that part of the permanent Works from the date stated in the Certificate of Completion in respect of that apart and the responsibility for the care of that part shall pass to Amul Dairy. Provided further that the Contractor shall take the full responsibility for the care of any outstanding work, which he shall have undertaken to finish during the Period of maintenance until such outstanding work is completed. In case any damage, loss or injury shall happen to the Works, or to any part thereof, from any cause whatsoever, save and except the excepted risks as defined in clause 20.3, while the Contractor shall be responsible for the care thereof the Contractor shall, at his own cost, repair and make good the same, so that at completion the Permanent Works shall be in good order and condition and in conformity in every respect with the requirements of the Contract and the Engineer s instructions. In the event of any such damage, looks or injury happening form any of the excepted risks, the Contractor shall, if and to the extent required by the Engineer and subject always to the provision of Clause 66 hereof, repair and make good the same as aforesaid at the cost of Amul Dairy. The Contractor shall also be liable for any damage to the Works occasioned by him in the course of any operations carried out by him for the purpose of completing any outstanding work or complying with his obligations under Clause 50 or 51 hereof The Contractor shall not demolish, remove or alter the structures, trees or other facilities on the site without the prior approval of the Engineer Excepted Risks - The excepted risks are war, hostilities (whether war be declared or not), invasion, act of foreign enemies, rebellion, revolution insurrection or military or usurped power, civil war, or unless solely restricted to employees of the Contractor or of his sub- Contractors and arising from the conduct of the Works, riot, commotion or disorder, or a cause solely due to the Engineer s design of the Works, or ionizing radiations or contaminating by radio-activity from any nuclear fuel or from any nuclear waste from the combustion of nuclear fuel, radioactive toxic explosive, or other hazardous properties of any explosive, nuclear assembly or nuclear component thereof, pressure waves caused by aircraft or other aerial devices traveling at sonic or supersonic speeds, or any such operation of the forces of nature as an Page 50 of 88

51 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. experienced Contractor could not foresee, or reasonably make provisions for or insure against all or which are herein collectively referred to as the excepted risks 21.0 Insurance of Works, etc 21.1 Without limiting his obligation sand responsibilities under Clause 20 hereof, the Contractor shall prior to the commencement of the works insure in the joint names of Amul Dairy and the Contractor against all loss or damage form whatever cause arising, other than the excepted risks, for which he is responsible under the terms of the Contractor and in such manner that Amul Dairy and the Contractor are covered for the period stipulated in Clause 20.1 hereof and are also covered during the Period of Maintenance for loss or damage arising from a cause, occurring prior to the commencement of the Period of maintenance, and for any loss or damage occasioned by the Contractor in the course of any operations carried out by him for the purpose of complying with his obligations under Clauses 5 and 51 hereof :- a) The Works for the time being executed to the estimated current Contract value thereof plus 10 percent thereon to allow for any additional costs and professional fees resulting from the loss or damage. b) The Constructional Plant and other things brought on to the Site by the Contractor to the replacement value of such Constructional Plant and other things. c) It shall be the responsibility of the Contractor to notify the insurer of any change in nature and extent of the Works and to ensure the adequacy of the insurance cover at all times in accordance with the provisions of this Clause. Such insurance shall be affected with an insurer and the Contractor shall, produce to the Engineer/Amul Dairy the policy or polices of insurance and the receipts for payments of the current premiums Damage to Persons and Property 22.1 The Contractor shall, except if and so far as the Contract provides otherwise, indemnify Amul Dairy against all losses and claims in respect of injuries or damage to any person or material or physical damage to any property whatsoever which may arise out of or in consequence of the execution and maintenance of the Works and against all claims, proceedings, damages, costs, charges and expenses whatsoever in respect of or in relation thereto except any compensation or damages for or with respect to : - a) The permanent use or occupation of land by the Works or any part thereof. b) The right of Amul Dairy to execute the Works of any part thereof on, over, under, in or through any land. c) Injuries or damage to persons or property which are the unavoidable result of the execution or maintenance of the Works in accordance with the Contract. d) Injuries or damage to persons or property resulting form any act or neglect of the Engineer or other Contractors, not being employed by the Contractor, or for or in respect of any claims proceedings, damages, costs, charges and expenses in respect thereof or in relation thereto or where the injury or damage was contributed to by the Contractor, his servants or agents such part of compensation as may be just and equitable having regard to the extend of the responsibility of the Engineer or other Contractors for the damage or injury. Page 51 of 88

52 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Amul Dairy shall indemnify the Contractor against all claims, proceedings, damages, costs, charges and expenses in respect of the matters referred to in the proviso to sub-clause (1) of this Clause Third Party Insurance 23.1 Before commencing the execution of the Works the Contractor, but without limiting his obligations and responsibilities under Clause 22 hereof, shall insure against his liability for any material or physical damage, loose or injury which may occur to nay property, including that of Amul Dairy, or to any person, including any employee of Amul Dairy, or by arising out of the execution of Works or in the carrying out of the Contract, otherwise than due to the matters, referred to in the proviso to Clause 22.1 hereof Such insurance shall be affected with an insurer for at least the amount stated in the Appendix to the Tender. The Contractor shall, produce to the Engineer / Amul Dairy the policy or policies of insurance and the receipts for payment of the current premiums The terms shall include a provision whereby, in the event of any claim in respect of which the Contractor would be entitled to receive indemnity under the policy being brought or made against Amul Dairy, the insurer will indemnity Amul Dairy against such claims and any costs, charges and expenses in respect thereof Such insurance shall be for an amount not less than Rs.3,50,000/- per occurrence, with the number of occurrences unlimited Accident or Injury to Workmen 24.1 Amul Dairy shall not be liable for or in respect of any damages or compensation payable at law in respect or in consequence of any accident or injury to any workman or other person in the employment of the Contractor or any sub- Contractor. The Contractor shall indemnify and keep indemnified Amul Dairy against all such damages and compensation, save and except as aforesaid, and against all claims, proceedings, costs, charges and expenses whatsoever in respect thereof or in relation thereto. Where any case is instituted against Amul Dairy, the Contractor shall impaled himself as a party as if the case has been instituted against the Contractor The Contractor shall insure against such liability with an insurer and shall continue such insurance during the whole of the time that any persons are employed by him on the Works and shall, produce to the Engineer/ Amul Dairy such policy of insurance and the receipts for the payment of the current premium. Provided always that, in respect of any persons employed by any sub-contractor, the Contractor s obligation to insure as aforesaid under this sub-clause shall be satisfied if the sub- Contractor shall have insured against the liability in respect of such persons in such manner that Amul Dairy is indemnified under the policy, but the Contractor to produce to the Engineer/Amul Dairy such policy of insurance and receipt for the payment of the current premium Employee State Insurance (ESI) Act. The Contractor shall accept full and exclusive liabilities for the compliance with all obligations imposed by the ESI Act 1948, and the Contractor shall further defend, indemnify and hold Amul Dairy harmless form any liabilities or penalties which may be imposed by the Central, State or local authorities by reason of any asserted violation by Contractor or sub- Contractor of the ESI act, 1948 and also from all claims, suits or proceedings that may be brought against Amul Dairy arising under, growing up or by reason of the work provided for by this Contract whether brought by the employees of the Contractor, by the third parties, or by Central or Page 52 of 88

53 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. State Govt. authorities or any political sub-division thereof. The Contractor shall fill in with the ESI the declaration form and all other forms which may be required in respect of the Contractor s or sub- Contractor s employees and who are employed by for the works provided for or those covered by ESI from time to time under the agreement. The Contractor shall deduct and secure the agreement of the sub- Contractor and deduct the employee s contribution as per the first schedule of the ESI Act from wages and affix the employees contribution cards at wages payment intervals. The Contractor shall remit and secure that agreement of the sub- Contractor to remit, the employee s contribution as required by the Act. The Contractor shall maintain all codes and records as required under Act in respect of the employees and payment and the Contractor shall secure the agreement of the sub Contractor to maintain such records. Any expense incurred for the contribution or maintaining records shall be to the Contractor s account. Amul Dairy shall retain such amount as may be necessary from the total contract value until the contractor shall furnish satisfactory proof the whole contribution as required by the ESI act have been paid Remedy on Contractor s Failure to Insure 25.1 If the Contractor shall fail to effect and keep in force the insurances referred to in Clauses 21, 23 and 24 hereof, or any other insurance which he may be required to effect under the terms of the Contract, then and in any such case Amul Dairy may effect and keep in force any such insurance and pay such premium or premiums as may be necessary for that purpose and form time to time deduct the amount so paid by Amul Dairy as aforesaid from any payment due or which may become due to the Contractor, or recover the same as a debt to the Contractor, or recover the same as a debt due from the Contractor Giving of Notices and Payment of Fees 26.1 The Contractor shall give all notices and pay all fees required to be given or paid by any National or State Statute, Ordinance, or Law, or any regulation, or bye-law of any local or other duly constituted authority in relation to the execution of the Works and by the rules and regulations of all public bodies and companies whose property or rights are affected or may be affected in any way by the Works Amul Dairy will repay or allow to the Contractor all such sums as the Engineer/Amul Dairy shall certify to have been properly payable and paid by the Contractor in respect of such fees Amul Dairy will repay of allow to the contractor all such sums as the engineer / Amul Dairy shall certify to have been properly payable and paid by the contractor in respect of such fees Fossils, etc All fossils, coins, articles of value or antiquity and structures and other remains or things of geological or archaeological interest discovered on the site of the Works shall as between Amul Dairy and the Contractor be deemed to be the absolute property of Amul Dairy. The Contractor shall take precautions to prevent his workmen or any other persons from removing or damaging any such article or thing and shall immediately upon discovery thereof and, before removal, acquaint the Engineer of such discovery and carry out the Engineer s orders as to the disposal of the same Patent Rights and Royalties 28.1 The Contractor shall save harmless and indemnify Amul Dairy from and against all claims and proceedings for or on account of infringement of any patent rights, design trademark or name Page 53 of 88

54 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. or other protected rights in respect or any Constructional Plant, machine work, or material and for in connection with the Works or any of them and from and against all claims, proceedings, damages, costs, charges and expenses whatsoever in respect thereof or in relation thereto. Except where otherwise specified, the Contractor shall pay all tonnage and other royalties, rent and other payments or compensation, if any, for getting stone, sand, gravel, clay or other materials required for the Works or any of them Interference with Traffic and Adjoining Properties 29.1 All operations necessary for the execution of the Works shall, so far as compliance with the requirements of the Contact permits, be carried on so as not to interfere unnecessarily or improperly with the convenience of the public, or the access to, use and occupation of public or private roads and footpaths to or of properties whether in the possession of Amul Dairy or of any other person. The Contractor shall save harmless and indemnify Amul Dairy in respect of all claims, proceedings, damages, costs, charges and expenses whatsoever arising out of, or in relation to, any such matters in so far as the Contractor is responsible therefore Extraordinary Traffic 30.1 The Contractor shall use reasonable means to prevent any of the highways or bridges communicating with or on the routes to the site from being damaged or injured by any traffic of the Contractor or any of his sub- Contractors and, in particular, shall select routes, choose and use vehicles and restrict and distribute loads so that any such extraordinary traffic as will inevitably arise from the moving of plant and material from and to the Site shall be limited, as far as reasonably possible, and so that no unnecessary damage or injury may be occasioned to such highways and bridges Should it be found necessary for the Contractor to move one or more loads of Constructional Plant, machinery or pre-constructed units or parts of units of works over a part of a highway or bridge, the moving whereof is likely to damage any highway or bridge unless special protection or strengthening is carried out, then the Contractor shall before moving the load on to such highway or bridge give notice to the concerned authority of the weight and other particulars of the load to be moved and his proposals for protecting or strengthening the said highway or bridge and obtain approval from that concerned authority at his own cost. He shall keep the Engineer informed of the action taken If during the execution of the works or at any time thereafter the Contractor shall receive any claim arising out of the execution of the Works in respect of damage or injury to highways or bridges he shall immediately report the same to the Engineer and thereafter shall negotiate the settlement of and pay al sums due in respect of such claim and shall indemnify Amul Dairy in respect thereof, and in respect of all claims, proceedings, damages, costs, charges and expenses in relation thereto Where the nature of the Works is such as to require the use by the Contractor of water-borne transport the foregoing provisions of this Clause shall be construed as though highway included a lock, dock, sea wall or other structure related to a waterway and vehicle included craft, and shall have effect accordingly Opportunities for other Contractors 31.1 The Contractor shall, in accordance with the requirements of the Engineer, afford all reasonable opportunities for carrying out their work to any other Contractor employed by Amul Dairy and their workmen and to the workmen of Amul Dairy and of any other duly constituted authorities who may be employed in the exe4e21cution on or near the Site of any work not included in the Contract or of any Contract which Amul Dairy may enter into in connection Page 54 of 88

55 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. with or ancillary to the Works. If, however, the Contractor shall, on the written request of the Engineer, make available to any such other Contractor, or to Amul Dairy or any such authority, any roads, or ways for the maintenance of which the Contractor is responsible, or permit the use by any such of the Contractor s scaffolding or other plant on the Site, or provide any other service of whatsoever nature for any such, Amul Dairy shall pay to the Contractor in respect of such use or service such sum or sums as shall, in the opinion of the Engineer, be reasonable Contractor to Keep Site Clear 32.1 During the progress of the Works the Contractor shall keep the site reasonably free from all unnecessary obstructions and shall store or dispose of any Constructional Plant and surplus materials and clear away and remove from the site any wreckage, rubbish or Temporary Works no longer required., 33.0 Clearance of Site on Completion 33.1 On the completion of the Works the Contractor shall clear away and remove form the Site all Constructional Plant, surplus materials, rubbish and Temporary Works of every kind, and leave the whole of the Site and Works clean and in a workmanlike condition to the satisfaction of the Engineer. Page 55 of 88

56 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. E. L A B O U R 34.0 Engagement of Labor 34.1 The Contractor shall make his own arrangements for the engagements of all labor, local or otherwise, and save insofar as the Contractor otherwise provides, for the transport, housing feeding and payment thereof. The Contractor to the extent possible and reasonable to employ staff and labor with required qualifications and experience from source within India Amul Dairy may at their own discretion and convenience make available at the site, land for Contractor s field office, godowns, and workshop and assembly yard required for the execution of the Contract. The Contractor shall at his own cost construct all these temporary buildings and provide suitable water supply and sanitary arrangement approved by the Engineer The personnel so engaged by the Contractor shall be the employees of the Contractor and there shall exist no privities of Contract between the personnel so engaged and Amul Dairy On completion of the works undertaken by the Contractor, he shall remove all temporary buildings erected by him and have the site cleaned as directed by the Engineer. If the Contractor shall fail to comply with these requirements, the Engineer may at the expenses of the Contractor remove such surplus and rubbish materials and dispose off the same as he deems fit and get the site cleared as aforesaid; the Contractor shall forthwith pay the amount of all expenses so incurred and shall have no claim in respect of any such surplus material disposed off as aforesaid. Amul Dairy reserves the right to ask the Contractor any time during the tendency of the Contract to vacate the land by giving 7 days notice without giving any reason Land for residential accommodation for staff and labor may be made available at the discretion of Amul Dairy / Engineer The Contractor shall, so far as is reasonably practicable, having regard to local conditions, provide on the Site, to the satisfaction of the Engineer an adequate supply of drinking and other water for the use of the Contractor s staff and work people The Contractor shall not, otherwise than n accordance with the Statutes, Ordinances and Government Regulations or Orders for the time being in force, import, sell, give barter or otherwise dispose of any alcoholic liquor, or drugs or permit any such importation, sale, gift, barter or disposal by his sub-contractors, agents or employees The Contractor shall not give, barter or otherwise dispose of to any person or person, any arms or ammunitions of any kind or permit the same as aforesaid The Contractor shall in all dealings with labor in his employment, have due regard to all recognized festivals, days of rest and religious or other customers In the event of any outbreak of illness of an epidemic nature, the Contractor shall comply with and carry out such regulations, orders and requirements as may be made by the Government, or the local medical or sanitary authorities for the purpose of dealing with and overcoming the same. Page 56 of 88

57 PROPOSED CATTLE FEED FACTORY, KAPADWANJ The Contractor shall at all times take all reasonable precautions to prevent any unlawful, riotous or disorderly conduct by or amongst his employees and for the preservation of peace and protection of persons and property in the neighborhood of the Works against the same. The Contractor shall be responsible to comply with the various labor laws such as Contract Labor (R&A) Act, 1970, Payment of Wages Act, Minimum Wages Act, Provident Fund Act & Rules etc. in respect of the persons engaged by him The Contractor shall be responsible for observance by his sub-contractors of the foregoing provisions Returns of Labor, etc 35.1 The Contractor shall submit to Amul Dairy copies of the license under the Contract Labor Act, if required and obtained by the Contractor and his Provident Fund no.. The Contractor shall, if required by the Engineer, also deliver to the Engineer a return in detail in such form and at such intervals as the Engineer may prescribe showing the supervisory staff and the numbers of the several classes of labor from time to time employed by the Contractor on the Site and such information respecting Constructional Plant as the Engineer may require The Contractor shall not employ in connection with the works any person who has not completed fifteen years of age The Contractor shall in respect of labor employed by him comply with or cause to be complied with the provision of the various labor laws and rules and regulations such as Contract Labor Act (R&A) Act, 1970, Payment of Wages Act, Minimum Wages Act, Provident Fund Act & Rules etc. applicable to them in regard to all matters provided therein and shall indemnify Amul Dairy in respect of all claims that may be made against Amul Dairy for noncompliance thereof by the Contractor Notwithstanding anything contained herein, the Engineer may take such actions as may be necessary for compliance of the various labor laws and recover the costs thereof form the Contractor In the event of the Contractor committing a default or breach of any of the provisions of labor laws and rules and regulations as applicable, shall pay penalties as imposed by the statutory Authorities and shall indemnify and keep indemnified Amul Dairy all such penalties and compensations. Page 57 of 88

58 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Materials and Workmanship F. MATERIALS AND WORKMANSHIP 36.1 All materials and workmanship shall be of the respective kinds described in the Contract and in accordance with the Engineer s instructions and shall be subjected fro time to time to such tests as the Engineer may direct at the place of manufacture or fabrication, or on the Site or at Such other place or places as may be specified in the Contract, provide such assistance, instruments, machines, labor and materials as are normally required for examining, measuring and testing any work and the quality, weight or quantity of any material used and shall supply samples of materials before incorporation in the Works for testing as may be selected and required by the Engineer All samples shall be supplied by the Contractor at his own cost if the supply thereof is clearly intended by on provided for in the Contract The cost of conducting any test ordered by the Engineer to ascertain the quality of the materials and the workmanship shall be borne by the Contractor Inspection of Operations 37.1 The Engineer and any person authorized by him shall at all times have access to the Works and to all workshops and places where work is being prepared or from where materials manufactured articles or machinery are being obtained for the Works and the Contractor shall afford every facility for and every assistance in or in obtaining the right to such access Examination of Work before Covering up 38.1 No work shall be covered up or put out of view without the approval of the Engineer and the Contractor shall afford full opportunity for the Engineer to examine and measure and work which is about to be covered up or put out of view and to examine foundations before permanent work is place thereon. The Contractor shall give due notice to the Engineer whenever such work or foundations is or are read or about to be ready for examination and the Engineer shall unless he considers it unnecessary and advises the Contractor accordingly, attend for the purpose of examining and measuring such work or of examining such foundations The Contractor shall uncover any part or parts of the Work or make opening in or through the same as the Engineer may from time to time direct and shall reinstate and make good such part or parts to the satisfaction of the Engineer. If any such part or parts have been put out of view after compliance with the requirement clause 38.1 and are found to be executed in accordance with the Contract, the expenses of uncovering, making openings in or through, reinstating and making good the same shall be borne by Amul Dairy, but in any other case all costs shall be borne by the Contractor Removal of Improper Work and Materials 39.1 The Engineer shall during the progress of the Works have power to order in writing from time to time. a) The removal from the Site, within such time or times as may be specified in the order, of any materials which, in the opinion of the Engineer, are not in accordance with the Contract. b) The substitution of proper and suitable materials and Page 58 of 88

59 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. c) The removal and proper re-execution, notwithstanding any previous test thereof or interim payment there for, of any work which in respect of materials or workmanship is not, in the opinion of the Engineer, in accordance with the Contract In case of default on the part of the Contractor in carrying out such order, Amul Dairy shall be entitled to employ and pay other persons to carry out the same and all expenses consequent thereon or incidental thereto shall be recoverable from the Contractor by Amul Dairy or may be deducted by Amul Dairy from any payment due or which may become due to the Contractor Suspension of Work 40.1 The Contractor shall, on the written order of the Engineer, suspend the progress of the Works or any part thereof for such time or times and in such manner as the Engineer may consider necessary and shall during such suspension properly protect and secure the work, so far as is necessary in the opinion of the Engineer. The extra cost incurred by the Contractor in giving effect to the Engineer s instructions under this Clause shall be borne and paid by Amul Dairy unless such suspension is : a) Otherwise provided for in the Contract, or b) Necessary by reasons of some default on the part of the Contractor, or c) Necessary by reasons climatic conditions on the Site, or d) Necessary for the proper execution of the Work or for the safety or the Works or any part thereof insofar as such necessity does not arise from any act or default by the Engineer or Amul Dairy or from any or the excepted risks defined in Clause 20 hereof. Provided that the Contractor shall not be entitled to recover any such extra cost unless the give written notice of his intention to claim to the Engineer within fifteen days of the Engineer s order. The Engineer shall settle and determine such extra payment and/or extension of time under Clause 44 hereof to be made to the Contractor in respect of such claim as shall, in the opinion of the Engineer, be fair and reasonable If the progress of the Works or any part thereof is suspended on the written order of the Engineer and if permission to resume work is not given by the Engineer within a period of ninety days from the date of suspension then, unless such suspension is within paragraph (a), (b), (c), or (d) of sub-clause (1) of this Clause, the Contractor may serve a written notice on the Engineer requiring permission within twenty-eight days from the receipt thereof to proceed with the works, or that part thereof in regard to which progress is suspended and, if such permission is not granted within the time, the Contractor by a further written notice so served may, but is bound to, elect or treat the suspension where it affects only part of the Works as an omission of such part under Clause 52 hereof, or, where it affects the whole Works, as an abandonment of the Contract by Amul Dairy. Page 59 of 88

60 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Commencement of Works G. COMMENCEMENT TIME AND DELAYS 41.1 The Contractor shall commence the Works on Site within the period named in the Appendix to the Tender after the receipt by him of a written order to this effect from the Engineer and shall proceed with the same with due expedition and without delay, except as may be expressly sanctioned or ordered by the Engineer, or be wholly beyond the Contractor s control Possession of Site 42.1 Save insofar as the Contact may prescribe, the extent or portions of the Site of which the Contractor is to be given possession form time to time and the order in which such portions shall be made available to him and, subject to any requirement in the Contact as to the order in which the Works shall be executed, Amul Dairy will, with the Engineer s written order to commence the Works, give to the Contractor possession of so much of the Site as may be required to enable the Contractor to commence and proceed with the execution of the Works in accordance with the program referred to in Clause 14 hereof, if any and otherwise in accordance with such reasonable proposals of the Contractor as he shall, by written notice to the Engineer, make and will, from time to time as the Work proceed, give to the Contractor possession of such further portions of the Site as may be required to enable the Contractor to proceed with the execution of the Works with due dispatch in accordance with the said program or proposals, as the case may be. If the Contractor suffers delay from the failure on the part of Amul Dairy to give possession in accordance with the terms of the is Clause, the Engineer shall grant an extension of time for the completion of the Works as, in his opinion shall be fair and the price escalation pursuant to clause 71.0 hereof, provided the extended time period including the original contract period exceeds 12 months The Contractor shall bear all costs and charges for special or temporary way leaves required by him in connection with access to the Site. The Contractor shall also provide at his own cost any additional accommodation outside the Site required by him for the purposes of the Works Time for Completion 43.1 Subject to any requirement in the Contract as to completion of any section of the Works before completion of the whole, the whole of the Works shall be completed, in accordance with the provisions of Clause 49 hereof, within the time stated in the Contract or such extended time as may be allowed under Clause 44 hereof Extension of Time of Completion 44.1 Should the amount of extra or additional work of any kind or any cause of delay referred to in these Conditions, or exceptional adverse climatic conditions, or other special circumstances of any kind whatsoever which may occur, other than through a default of the Contractor, be such as fairly to entitle the Contractor to an extension of time for the completion of the works, the Engineer shall determine the amount of such extension and shall notify Amul Dairy and the Contractor accordingly. Provided that the Engineer is not bound to take in account any extra or additional work or other special circumstances unless the Contractor has within thirty days after such work has been commenced, or such circumstances have arisen, or as soon thereafter as is practicable, submitted to the Engineer full and detailed particulars of any extension of time to which he may consider himself entitled in order that submission may be investigated at the time. Page 60 of 88

61 PROPOSED CATTLE FEED FACTORY, KAPADWANJ No Night Work 45.1 Subject to any provision to the contrary contained in the Contract, none of the Permanent Works shall, save as hereinafter provided, be carried on during the night without the permission in writing of the Engineer except when the work is unavoidable or absolutely necessary for the saving of life or property or for the safety of the Works, in which case the Contractor shall immediately advise the Engineer. Provided always that the provisions of this Clause shall not be applicable in the case of any work, which it is customary to carry out by rotary or double shifts Rate of Progress 46.1 If for any reason, which does not entitle the Contractor to an extension of time, the rate of progress of Works or any section is at any time, in the opinion of the Engineer, too slow to ensure completion by there prescribed time or extended time for completion, the Engineer shall so notify the Contractor in writing and the Contractor shall thereupon take such steps as are necessary and the Engineer may approve to expedite progress so as to complete the Works or such section by the prescribed time or extended tie. The Contractor shall not be entitled to any additional payment for taking such steps. If, as a result of any notice given by the Engineer under this Clause, the Contractor shall seek the Engineer s permission to do any work at night, such permission shall not be unreasonably refused Liquidated Damages for Delay 47.1 If the Contractor shall fail to achieve completion of the Works within the time prescribed in the Appendix to the Form of Bid, then the Contractor shall pay to Amul Dairy the sum at the rate of ½% of the Contract value as liquidated damages for such default and not as a penalty for every week or part of the week which shall elapse between the time prescribed by Clause 43 hereof and the date of certified completion of the particular Works. Amul Dairy may without prejudice to any other method of recovery, deduct the amount of such damages from any payment in its hands, due or which may become due to the Contractor. The payment or deduction of such damages shall not relieve the Contractor from his obligation to complete the works, or form any other of his obligations and liabilities under the Contract The aggregate maximum of the liquidated damages payable to Amul Dairy under this clause shall be subject to a maximum of 5% of the Contract value If, before the completion of the whole of the Works any part or section of the Works has been certified by the Engineer as completed, pursuant to Clause 49 hereof, and occupied by Amul Dairy, the liquidated damages for delay shall, for any period of delay after such certificate be reduced in the proportion which the value of the part or section so certified bears to the value of the whole of the Works The criteria for deriving the liquidated damage shall be the actual value of works executed and the amended time of completion Bonus for Early completion If the work is completed and certified with complete satisfaction bonus maximum of ½% of the contract value as decided and approved by the management. Page 61 of 88

62 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Certification of Completion of Works 49.1 When the whole of the Works have been virtually completed and have satisfactorily passed any final test that may be prescribed by the Contract, the Contractor may give a notice to that effect to the Engineer accompanied by an undertaking to finish any outstanding work during the period of Maintenance. Such notice and undertaking shall be in writing and shall be deemed to be a request by the Contractor for the Engineer to issue a Certificate of Completion in respect of the Works. The engineer shall, on receipt of such notice either issue to the Contractor, with a copy to Amul Dairy, a Certificate of Completion stating the date on which, in his opinion, the Works were virtually completed in accordance with the Contract or give instructions in writing to the Contractor specifying all the work which, in the engineer s opinion, requires to be done by the Contractor before the issue of such Certificate. The engineer shall also notify the Contractor of any defects in the Works affecting virtual completion that may appear after such instructions and before completion of the works specified therein. The Contractor shall be entitled to receive such Certificate of Completion, or on the completion, to the satisfaction of the Engineer, of the works so specified and making good any defects so notified Similarly, in accordance with the procedure set out in sub clause (1) of this Clause, the Contractor may request and the Engineer shall issue a Certificate of Completion in respect of:- a) Any section of the Permanent Works in respect of which a separate time for completion is provided in the Contract and b) Any substantial part of the permanent Works which has been both completed to the satisfaction of the Engineer and occupied by Amul Dairy If any part of the permanent Works shall have been virtually completed and shall have satisfactorily passed any final test that may be prescribed by the Contract, the Engineer may issue a Certificate of Completion in respect of that part of the Permanent Works before completion of the whole of the Works and, upon the issue of such Certificate, the Contractor shall be deemed to have undertaken to complete any outstanding work in that part of the Works during the Period of Maintenance Provided always that a Certificate of Completion given in respect of any section or part of the Permanent Works before completion of the whole shall not be deemed to certify completion of any ground or surfaces requiring reinstatement, unless such Certificate shall expressly so state. Page 62 of 88

63 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Definition of Period of Maintenance H. MAINTENANCE AND DEFECTS LIABILITY 50.1 In these Conditions the expression Period of Maintenance shall mean the period of maintenance name in the Appendix to the Tender, calculated from date of the completion of the Works, certified by the Engineer in accordance with Clause 49 hereof, or, in the event of more than one certificate having been issued by the Engineer under the said Clause, from the respective dates so certified and in relation to the Period of Maintenance the expression the Works shall be construed accordingly To the intent that the Works shall at or as soon as practicable after the expiry of Period of Maintenance be delivered to Amul Dairy in the condition required by the Contract, fair wear and tear excepted, to the satisfaction of the Engineer, the Contractor shall finish the work, if any, outstanding at the date of completion, as certified under the clause 49 hereof, as soon as practicable after which date and shall execute all such work of repair, amendment, reconstruction, rectification and making good defects, imperfections, shrinkages or other faults as may be required of the Contractor in writing by the Engineer during the Period of Maintenance, or within fifteen days after its expiry as a result of an inspection made by or on behalf of the Engineer prior to its expiry All such work shall be carried out by the Contractor at his own expense if the necessity thereof shall, in the opinion of the Engineer, be due to the use of materials or workmanship not in accordance with the Contract, or to neglect or failure on the part of the Contractor to comply with any obligation, expressed or implied, on the Contractor s part under the Contract If the Contractor shall fail to do any such work as aforesaid required by the Engineer, Amul Dairy shall be entitled to employ and pay other persons to carry out the same and if such work is work which in the opinion of the Engineer, the Contractor was liable to do at his own expense under the Contract, then all expenses consequent thereon or incidental thereto shall be recoverable from the Contractor by Amul Dairy or may be deducted by Amul Dairy from any payment due or which may become due to the Contractor Contractor to Search 51.1 The Contractor shall, if required by the Engineer in writing, search under the direction of the Engineer for the cause of any defect, imperfection or fault appearing during the progress of the Works or in the Period of Maintenance. Unless such defect, imperfection or fault shall be one for which the Contractor is liable under the Contract, the cost of the work carried out by the Contractor in searching as aforesaid shall be borne by Amul Dairy. If such defect, imperfection or fault shall be one for which the Contractor is liable as aforesaid, the cost of the work carried out in searching as aforesaid shall be borne by the Contractor and he shall in such case repair, rectify and make good such defect, imperfection or fault at his own expense in accordance with the provisions of Clause 50 hereof. Page 63 of 88

64 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. I. ALTERATIONS, ADDITIONS AND OMISSIONS 52.0 Variations 52.1 The Engineer shall make any variations of the form quality or quantity of the Works or any part thereof that may, in his opinion, be necessary and for that purpose, or if for any other reason it shall, in his opinion be desirable, he shall have power to order the Contractor to do any of the following : - a) Increase or decrease the quantity of any work included in the Contract, b) Omit any such work, c) Change the Character or quality or kind of any such work, d) Change the levels, lines, position and dimensions of any part of the Works, and e) Execute additional work of any kind necessary for the completion of the Works, f) Change any specified sequence, method or timing of construction of any part of the works, And no such variation shall in any way vitiate or invalidates the Contract, but the value, if any, of all such variations shall be taken into account in ascertaining the amount of the Contract Price No such variations shall be made by the Contractor without an order in writing of the Engineer. Provided that no order in writing shall be required for increase or decrease in the quantity of any work where such increase or decrease is not the result of an order given under this Clause, but is the result of the quantities exceeding or being less than those stated in the Schedule of Quantities. Provided also that if for any reason the Engineer shall consider it desirable to give any such order verbally, the Contractor shall comply with such order and any confirmation in writing of such verbal order given by the Engineer, whether before or after the carrying out of the order, shall be deemed to be an order in writing within the meaning of this clause. Provided further that if the Contractor shall within seven days confirm in writing to the Engineer and such confirmation shall not be contradicted in writing within fourteen days by the Engineer, it shall be deemed to be an order in writing by the Engineer Valuation of Variations 53.1 All extra or additional work done or work omitted by order of the Engineer shall be valued at the rates and prices set out in the Contract if, in the opinion of the Engineer, the same shall be applicable. If the Contract does not contain any rates or prices applicable to the extra or additional work, then suitable rates or prices shall be agreed upon between the Engineer and the Contractor. In the event of disagreement the Engineer shall fix such rates or prices as shall, in his opinion, be reasonable and proper Provided that if the nature or amount of any omission or addition relative to the nature or amount of the whole of the works or to any part thereof shall be such that, in the opinion of the Engineer, the rate or price contained in the Contract for any item of the Works is, by reason of such omission or addition, rendered inapplicable, then a suitable rate or price shall be agreed upon between the Engineer and the Contractor. In case of disagreement the Engineer shall work out and fix the rate or the price. The rate shall be considered at the rates prevailing in the market for material and labour. Contractors profits and overheads at 15% and 2% respectively shall be added to the rates arrived at herein. While settling the extra items, the contractor has to submit original bill of the party from whom the material is procured and other related documents asked by the engineer. Page 64 of 88

65 PROPOSED CATTLE FEED FACTORY, KAPADWANJ In case of any class of work for which there is not such specification supplied by Amul Dairy as is mentioned in accordance with Indian Standard Specifications and if the I.S.S. do not cover the same the work should be carried out as per the standard Engineering practice subject to the approval of the Engineer. Provided also that no increase or decrease under clause 53.1 or variation of rate or price under clause 53.2 of shall be made unless, as soon after the date of the order as is practicable and, in the case of extra or additional work, before the commencement of the work or as soon thereafter as is practicable, notice shall have been given in writing:- a) By the Contractor to the Engineer of his intention to claim extra payment or a varied rate or price or b) By the Engineer to the Contractor of his intention to vary a rate or price If, on certified completion of the whole of the works it shall be found that a reduction or increase greater than 25 per cent of the sum named in the Letter of Acceptance, results from:- a) The aggregate effect of all Variation Orders, and b) All adjustments upon measurement of the estimated quantities set out in the Schedule of Quantities, excluding the adjustments of price made under Clause 71.1 hereof, but not from any other cause, the amount of the Contract Price shall be adjusted by such sum as may be agreed between the Contractor and the Engineer or, failing agreement, fixed by the Engineer having regard to all material and relevant factors, including the Contractor s site and general overhead cost of the Contract The Contractor shall send to the Engineer once in every month an account giving particulars, as full and detailed as possible, of all claims for any additional payment to which the Contractor may consider himself entitled and of all extra or additional work ordered by the Engineer which he has executed during the preceding month. No final or interim claim for payment for any such work or expense will be considered which has not been included in such particulars. Provided always that the Engineer shall be entitled to authorize payment to be made for any such work or expense, notwithstanding the Contractor s failure to comply with this condition, if the Contractor has, at the earliest practicable opportunity, notified the Engineer in writing that he intends to make a claim for such work. Page 65 of 88

66 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. J. PLANT, TEMPORARY WORKS AND MATERIALS 54.0 Plant, etc. Exclusive Use for the Works 54.1 All Constructional Plant, Temporary Works and materials provided by the Contractor shall, when brought on to the Site, be deemed to be exclusively intended for the execution of the Works and the Contractor shall not remove the same or any part thereof, except for the purpose of moving it from one part of the site to another, without the consent, in writing, of the Engineer, which shall not be unreasonably withheld Upon completion of the Works the Contractor shall remove from the Site all the said Constructional Plant and Temporary Works remaining thereon and any unused materials provided by the Contractor Amul Dairy shall not at any time be liable for the loss of or damage to any of the said Constructional Plant, Temporary Works or materials save as mentioned in Clauses 20 and 66 hereof Approval of Materials, etc., not implied 55.1 The Operation of Clause 54 hereof shall not be deemed to imply any approval by the Engineer of the materials or other matters referred to therein nor shall it prevent the rejection of any such materials at any time by the Engineer. Page 66 of 88

67 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. K. MEASUREMENT 56.0 Quantities 56.1 The quantities set out in the Schedule of Quantities are the estimated quantities of the work, but they are not to be taken as the actual and exact quantities of the Works to be executed by the Contractor in fulfillment of his obligations under the Contract Works to be measured 57.1 The Engineer shall, except as otherwise stated, ascertain and determine by measurement the value in terms of the Contract of work done in accordance with the Contract. He shall, when he requires any part or parts of the Works to be measured, give notice to the Contractor s authorized agent or representative, who shall forthwith attend or send a qualified agent to assist the Engineer in making such measurement, and shall furnish all particulars required by either of them. Should the Contractor not attend, or neglect or omit to send such agent, then the measurement made by the Engineer or approved by him shall be taken to be the correct measurement of the work. For the purpose of measuring such permanent work as is to be measured by records and drawings, the Engineer shall prepare records and drawings month by month of such work and the Contractor, as and when called upon to do so in writing, shall, within fourteen days, attend to examine and agree such records and drawings with the Engineer and shall sign the same when so agreed. If the Contractor does not so attend to examine and agree to such records and drawings, they shall be taken to be correct. If, after examination of such records and drawings, the Contractor does not agree to the same or does not sign the same ass agreed, they shall nevertheless be fourteen days of such examination, lodge with the Engineer, for decision by the Engineer, notice in writing of the respects in which such records and drawings are claimed by him to be incorrect Method of Measurement 58.1 The Works shall be measured net, as prescribed in the specification of works, notwithstanding any general or local custom, except where otherwise specifically described or prescribed in the Contract. Wherever not specifically mentioned in the Contract, the mode of measurement as prescribed in the relevant IS codes shall be applicable and binding to the Contract. A list of ISS code of practices, which shall be referred to in that event, is attached as annex to the Section IV of Technical Specifications. Only the latest editions of all the codes of practices including all latest official amendments and revisions shall be applicable For measurement of items of work in foundation and plinth & in super structure the criteria shall be the plinth level of the individual buildings covered under this Contract. Page 67 of 88

68 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. L. NOMINATED SUB-CONTRACTORS 59.0 Definitions of Nominated Sub-Contractors 59.1 All specialists, merchants, tradesmen and others executing any work or supplying any goods, materials or services, who may have been or be nominated or selected or approved by Amul Dairy or the Engineer, and all persons to whom by virtue of the provisions of the Contract the Contractor is required to sub-let any work shall, in the execution of such work or the supply of such goods, materials or services, be deemed to be sub- Contractors employed by the Contractor and are referred to in this contract as nominated Sub- Contractors The Contractor shall not be required by Amul Dairy or the Engineer or be deemed to be under any obligation to employ any nominated Sub- Contractor against whom the Contractor may raise reasonable objection, or who shall decline to enter into a sub-contract with the Contractor containing provisions : - a) That in respect of the work, goods, materials or services the subject of the subcontract, the nominated Sub- Contractor will undertake towards the Contractor the like obligations and liabilities as are imposed on the Contractor towards Amul Dairy by the terms of the Contract and will save harmless and indemnify the Contractor from and against the same and from all claims, proceedings, damages, costs, charges and expenses whatsoever arising out of or in connection therewith, or arising out of or in connection with any failure to perform such obligations or to fulfill such liabilities, and b) That the nominated Sub- Contractor will save harmless and indemnify the Contractor from and against any negligence by the nominated Sub- Contractor, his agents, workmen and servants and from and against any misuse by him or them of any Constructional Plant or Temporary Works provided by the Contractor for the purposes of the Contractor and from all claims as aforesaid If in any connection with any Provisional Sum the services to be provided include any matter of design or specification of any part of the permanent works or of any equipment or plant to be incorporated therein, such requirement shall be expressly stated in the Contract and shall be included in any nominated Sub-Contract. The nominated Sub-Contract shall specify that the nominated Sub- Contractor providing such services will save harmless and indemnify the Contractor from and against the same and from all claims, proceedings, damages, costs, charges and expenses whatsoever arising out of or in connection with any failure to perform such obligations or to fulfill such liabilities For all work executed or goods, materials, or services supplied by any nominated Sub- Contractor, there shall be included in the Contract Price : - a) The actual price paid or due to be paid by the Contractor, on the direction of the Engineer, and in accordance with the4 Sub-Contract; b) The sum, if any, entered in the Schedule of Quantities for labour supplied by the Contractor in connection therewith, or if ordered by the Engineer as my be determined in accordance with Clause 53 hereof; c) In respect of all other charges and profit, a sum being a percentage rate of the actual price paid or due to be paid calculated, where provision for such is made in a special item provided in the Schedule of Quantities for such purpose. Page 68 of 88

69 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Before issuing, under Clause 60 hereof, any certificate, which includes any payment in respect of work done or goods, materials, or services supplied by any nominated Sub- Contractor, the Engineer shall be entitled to demand from the Contractor reasonable that all payments, less retentions, included in previous certificates in respect of the work or goods, materials or services of such nominated Sub-Contractor have been paid or discharged by the Contractor, in default whereof unless the Contractor shall a) Inform the Engineer in writing that he has reasonable cause for withholding or refusing to make such payments and b) Produce to the Engineer reasonable proof that he has so informed such nominated sub- contractor in writing, Amul Dairy shall be entitled to pay to such nominated sub- contractor direct, upon the certificate of the Engineer, all payments, less retentions, provided for in the sub-contact, which the Contractor has failed to make to such nominated sub- contractor and to deduct by way of set-off the amount so paid by Amul Dairy from any sums due or which may become due from Amul Dairy the Contractor. Provided always that, where the Engineer has certified and Amul Dairy has paid direct as aforesaid, the Engineer shall in issuing any further certificate in favour of the Contractor deduct from the amount thereof the amount so paid, direct as aforesaid, but shall not withhold or delay the issue of the certificate itself when due to be issued under the terms of the Contract In the event of a nominated sub-contractor, as hereinbefore defined, having undertaken towards the Contractor in respect of the work executed, or the goods, materials or services supplied by such nominated sub-contractor, any continuing obligation extending for a period exceeding that of the Period of Maintenance under the Contract, the Contractor shall at any time, after the expiry of the Period of Maintenance, assign to Amul Dairy, at its request and cost, the benefit of such obligation for the unexpired duration thereof. Page 69 of 88

70 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Interim Payment Certificate M. CERTIFICATE AND PAYMENT (a) The Contractor shall submit a bill or shall submit measurement of works executed for the preparation of the bill on computer to Amul Dairy for interim payment in 3 copies to the Engineer on a specified date in each month in a form approved by the Engineer. The bill for interim payment shall include the following items, as applicable, which shall be taken in to account in the sequence listed:- i) The estimated Contract value of the Permanent Works executed since the submission of the last bill, obtained by applying the base unit rates and prices in the Schedule of Quantities measured by the Engineer pursuant to clause 57; ii) iii) iv) The estimated Contract value of the Permanent Works as obtained above executed up to the previous bill; The cumulative estimated Contract value at base unit rates and prices of the Permanent Works up to the bill in question obtained by adding (i) and (ii) ; The cumulative amounts approved in respect of extra items executed up to the bill in question, obtained by applying the rates approved. v) An amount reflecting any changes in cost pursuant to clause 71 hereof; vi) Any amount to be withheld under the retention provisions of clause 60.3; vii) Any credit or debit for the period in question in respect of materials on site intended for, but not yet incorporated in, the Permanent Works in the amount and under the conditions set forth in clause 60.2; viii) Any amount to be deducted on account of the mobilization advance under the provisions set forth in 60.5 ; ix) Any other sum to which the Contractor may be entitled under the Contract. x) Deductions of Income tax shall be made on the gross amount of each bill as per the provision of the Income tax Act. xi) Any amount to be deducted on account of water charges and power supply, if any, pursuant to clause 5.40 & 6.20 of Section III, Special Conditions of Contract. xii) Any amount to be deducted on account of materials issued to the Contractor pursuant to clause 7.1 of section III, Special Conditions and Contract. b) Within 15 days of the receipt of the said bill dully checked and certified by client engineer for interim payment, after deducting w.c. electricity, retention money, mobilization, material given by AMUL etc. OR 80% against RA Bill subject to clearance of measurements and certification of previous bill by client engineer The Contractor shall be entitled to such sum as the Engineer may consider proper in respect of materials received for but not yet incorporated in the Permanent Works provided that : a) The materials are in accordance with the specification for the Permanent Works; Page 70 of 88

71 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Retention Money b) Such materials have been delivered to the site, and are properly stored and protected against loss or damage or deterioration to the satisfaction of the Engineer; c) The Contractor s records of the requirements, orders, receipts and the use of materials are kept in a form approved by the Engineer and such records shall be available for inspection by the Engineer; d) The Contractor shall submit with his monthly statement the estimated value of the materials on site together with such documents as may be required by the Engineer for the purpose of the valuation of materials and providing evidence of Amul Dairy ship and payment thereof; e) Ownership of such materials shall be deemed to vest in Amul Dairy ; and f) The sum payable for such materials on site shall not exceed 75% of the related ex factory / ex warehouse /ex quarry price of the building materials which shall in any case not be more than the materials component of the base unit rates in the Schedule of Quantities. g) The advance against material will only be given to the items whose basic rate is given and the value of material is more than Rs. 5 Lacs. a) A retention amounting to 7.5% of the amount included in any monthly interim payment certificate pursuant to clause 60.1 due to the Contractor on account of the permanent Works executed by him shall be made by the Engineer in the first and following certificates until such time as the cumulative total of such deductions shall amount to 5% of the total actual value of Work to be done; b) If the Contractor so requests, Amul Dairy may pay the cumulative amount of retention money to the Contractor upon lodgment with Amul Dairy of a Bank guarantee issued by a Nationalized Indian Bank, The acceptable form of Bank guarantee shall be strictly as given in Section IX of the bidding document. c) One half of the retention money shall be paid to the Contractor within 60 days of issuing of the certificate of completion by the Engineer and the balance of the retention money shall be certified with settlement of the final bill. Provided always that, if at such time there shall remain to be executed by the Contractor any works ordered during such period pursuant to clause 50 and 51 hereof, Amul Dairy shall be entitled to withhold payment until the completion of such works of so much of the balance of the retention money as shall, in the opinion of the engineer, represent the cost of the works so remaining to be executed; and d) no interest shall be paid by Amul Dairy to the Contractor for the amount withheld as Retention Money with Amul Dairy The Engineer may by any Interim Payment Certificate make any corrections or modifications in any previous bills (other than one purporting to be a Final payment certificate) which shall have been issued by him and shall have power to modify or withhold any Interim Payment Certificate if the works or any part thereof are not being carried out to his satisfaction. Page 71 of 88

72 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Mobilization Advance Loan a) Amul Dairy, if requested for, will make an interest free advance loan to the Contractor for the costs of mobilization in respect of the works in a lump sum amount equivalent to 10 % of the Contract price excluding the costs of the materials to be supplied by Amul Dairy, always provided that the value of the Contract is more than Rs.10 lakhs. Payment of the loan will be due under separate certification by the Engineer after; i) Execution of the Form of Agreement by the parties thereto, ii) Provision by the Contractor of the Performance Security in accordance with clause 10 hereof, and iii) Provision by the Contractor of a bank guarantee by a Nationalized Indian Bank. The acceptable form of Bank guarantee shall be strictly as given in Section IX of the bidding document. The bank guarantee shall remain effective until the advance loan has been completely repaid by the Contractor out of current earnings under the Contract and certified accordingly by the Engineer. b) The acceptable form of bank guarantee shall be as given in Section IX of bid document. c) Unless otherwise agreed the advance loan shall be repaid with percentage deductions from the interim payments certified by the Engineer under the Contract. Deductions shall commence in the next interim payment certificate following that in which the total value of work done has reached 20% of the value of the Contract and shall be made at the rate of 15% of the gross amounts of all interim payment certificates, plus the interest payable upto that date, in the type and proportionate amounts of currencies in which the advance loan was made until such time as the loan has been repaid by the time 80% of the work in terms of the Contract value has been completed All interim payments shall be treated as advance payments. On completion of the entire work, the Contractor shall submit his final bill. After verifying the final bill, Amul Dairy will issue to the Contractor a statement (hereinafter called as the Final Account Statement). The Contractor shall return the Final Account Statement duly signed as an acknowledgement of full and final value of work performed under the Contract and full & final settlement of the payment. On receipt of this statement back from the Contractor, the final payment shall be release Approval only by Maintenance Certificate 61.1 No Certificate other than the Maintenance Certificate referred to in Clause 62 hereof shall be deemed to constitute approval of the Works Maintenance Certificate 62.1 The Contract shall not be considered as completed until Maintenance Certificate shall have been signed by the Engineer and delivered to Amul Dairy stating that the Works have been completed and maintained to his satisfaction. The Maintenance Certificate shall be given by the engineer after the expiry of the Period of Maintenance, or, if different periods of maintenance shall become applicable to different sections or parts of the Works, the expiry of the latest such period, or as soon thereafter as any works ordered during such period, Page 72 of 88

73 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. pursuant to Clause 50 and 51 hereof, shall have been completed to the satisfaction of the Engineer and full effect shall be given to his Clause, notwithstanding any previous entry on the Works or the taking possession, working or using thereof or any part thereof by Amul Dairy Amul Dairy shall not be liable to the Contractor for any matter or thing arising out of or in connection with the Contract or the execution of the works, unless the Contractor shall have made a claim in writing in respect thereof before the issuance of the Maintenance Certificate under this Clause Notwithstanding the issue of the Maintenance Certificate the Contractor and, subject to clause 62.2, Amul Dairy shall remain liable for the fulfillment of any obligation incurred under the provisions of the Contract prior to the issue of the Maintenance Certificate which remains unperformed at the time such Certificate is issued and, for the purposes of determining the nature and extent of any such obligation, the Contract shall be deemed to remain in force between the parties hereto. Page 73 of 88

74 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. N. REMEDIES AND POWER 63.0 Default of Contractor 63.1 If the Contractor shall become bankrupt, or have a receiving order made against him or shall present his petition in execution levied on his goods, or it the Engineer shall certify in writing to Amul Dairy that in his opinion the Contractor :- a) Has abandoned the Contract, or b) Without reasonable excuse has failed to commence the works or has suspended the progress of the works for 28 days after receiving from the Engineer written notice to proceed, or c) Has failed to remove materials from the site or pull down and replace work for 30 days after receiving from the Engineer written notice that the said materials or work had been condemned and rejected by the Engineer under these conditions, or d) Despite previous warnings by the Engineer, in writing, is not executing the works in accordance with the Contract, or is persistently neglecting to carry out his obligations under the Contract, or e) Has, to the detriment of good workmanship, or in defiance of the Engineer s instructions of the Engineer s instructions to the contrary, sub-let any part of the Contract. Then Amul Dairy may, after giving 15 day s notice in writing to the Contractor, enter upon the site and the works and expel the Contractor there from and without thereby avoiding the Contract, or releasing the Contractor from any of his obligations or liabilities under the Contact, or affecting the rights and powers conferred on Amul Dairy or the Engineer by the Contract, and may himself complete the works or may employ and other Contractor to complete the works. Amul Dairy or such other Contractor to complete the works. Amul Dairy or such other Contractor may use for such completion so much of the constructional plant, temporary works and materials, which have deemed to be reserved exclusively for the execution of the works, under the provisions of the Contract, as he or they may think proper, and Amul Dairy may at any time, sell any of the said Constructional Plant, temporary works and unused materials including invocation of bank guarantees and apply the proceeds of sale in or towards the satisfaction of any sum(s) due or which may become due to him from the Contractor under the Contract The Engineer shall, as soon as may be practicable after any such entry and expulsion by Amul Dairy, fix and determine ex parte, or by or after reference to the parties, or after such investigation or enquiries as he may think fit to make o r institute, and shall certify what amount, if any, had at the time of such entry and expulsion been reasonably earned by or would reasonably accrue to the Contractor in respect of work then actually done by him under the Contract and the value of any of the said unused or partially used materials, any Constructional Plant and any temporary works If Amul Dairy shall enter and expel the Contractor under this clause, it shall not be liable to pay to the Contractor any money on account of the Contract until the expiry of Period of Maintenance and thereafter until the costs of execution and maintenance, damages for delay in completion, if any, and all other expenses incurred by Amul Dairy have been ascertained and the amount thereof certified by the Engineer. The Contractor shall then be entitled to receive only such sum(s), if any, as the Engineer may certify would have been payable to him Page 74 of 88

75 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. upon due completion by him after deducting the said amount. If such amount shall exceed the sum which would have been payable to the Contractor on due completion by him, then the Contractor shall, upon demand, pay to Amul Dairy the amount of such excess and it shall be deemed a debt due by the Contractor to Amul Dairy and shall be recoverable accordingly In such event, Amul Dairy shall charge 15% overhead to cover the departmental charges and the same shall be recovered from the Contractor No credit shall be allowed to the Contractor in case the amount spent by Amul Dairy for a particular item, which shall be less than the amount payable as per the tender amount Urgent Repairs 64.1 If, by reason of any accident, or failure, or other event occurring to in or in connection with the works, or any part thereof, either during the execution of the works, or during the Period of Maintenance, any remedial or other work or repair shall, in the opinion of the Engineer, be urgently necessary for the safety of the works and the Contractor is unable or unwilling at once to do such work or repair, Amul Dairy may employ and pay other persons to carry out such work or repair as the Engineer may consider necessary. If the work or repair so done by Amul Dairy is work, which, in the opinion of the Engineer, the Contractor was liable to do at his own expense under the Contract, all expenses properly incurred by Amul Dairy in so doing shall be recoverable from the Contractor by Amul Dairy, or may become due from the Contractor. Provided always that the Engineer, as the case may be, shall as soon after the occurrence of any such emergency as may be reasonably practicable, notify the Contractor thereof in writing. Page 75 of 88

76 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. O. SPECIAL RISKS 65.0 No Liability for War etc Notwithstanding anything in the Contract contained:- The Contractor shall be under no liability whatsoever whether by way of indemnity or otherwise for or in respect of destruction of or damage to the works, save to work condemned under the provisions of Clause 39 hereof prior to the occurrence of any special risk hereinafter mentioned, or to property whether of Amul Dairy or of third parties, or for or in respect of injury or loss of life which is the consequence of any special risk as hereinafter defined. Amul Dairy shall indemnify and save harmless the Contractor against and from the same and against and fro, all claims, proceedings, damages, costs, charges and expenses whatsoever arising there out or in connection therewith If the works or any material on the site, or any other property of the Contractor used or intended to be used for the purposes of the works, shall sustain destruction or damage by reason of any of the said special risks the Contractor shall be entitled to payment for :- a) Any permanent work and for any materials so destroyed or damaged, and, as so far as may be required by the Engineer, or as may be necessary for the completion of the works, on the basis of costs plus such profit as the Engineer may certify to be reasonable b) Replacing or making good any such destruction or damage of the works. c) Replacing or making good such materials or other property of the Contractor used or intended to be used for the purposes of works Destruction, damage, injury or loss of life caused by the explosion or impact whenever and wherever occurring of any mine, bomb, shell, grenade or other projectile, missile, munitions or explosive of war, shall be deemed to be a consequence of the said special risks Amul Dairy shall repay to the Contractor any increased cost of or incidental to the execution of the work, other than such as may be attributable to the cost of reconstruction work condemned under the provisions of Clause 39 hereof, prior to the occurrence of any special risk, which is however, attributable to or consequent on or the result of or in any way whatsoever connected with the said special risks, subject however to the provisions in this clause hereinafter contained in regard to outbreak of war, but Contractor shall as soon as any such increase of cost shall come to his knowledge forthwith notify the Engineer thereof in writing The Special Risks are unprecedented flood, earthquake or other convulsion of nature, war, hostilities (whether war be declared or not) invasion, act of foreign enemies, the nuclear and the pressure wave risk described in clause 20 hereof, or in so far as it related to the country in which the works are being or are to be executed or maintained, rebellion, revolution, insurrection, military or usurped power, civil work, or unless solely restricted to the employees of the Contractor or of his Sub- Contractors and arising from the conduct of the works, riot, commotion or disorder If, during the currency of the Contract, there shall be an outbreak of war, whether war is declared or not, in any part of the world which, whether financially or otherwise, materially affects the execution of the works, the Contractor shall, until and unless the Contract is terminated under the provision of this Clause, continue to use his best endeavors to complete the execution of the works. Provided always that Amul Dairy shall be entitled at any time Page 76 of 88

77 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. after such outbreak of war to terminate the Contract by giving written notice to the Contractor and, upon such notice being given, this Contract shall, except as to the rights of the parties under this clause and to the operation of clause 65.8 hereof, terminate, but without prejudice o the right of either party in respect of any antecedent breach thereof If the Contract shall be terminated under the provisions of the last preceding sub-clause the Contractor shall, with all reasonable dispatch, remove from the site all constructional plant and shall give similar facilities to his sub- Contractor to do so If the Contract shall be terminated as aforesaid, the Contractor shall be paid by Amul Dairy, as in so far as much amount or items shall not have already been covered by payments on account made to the Contractor, for all works executed prior to the date of termination at the rates and prices provided in the Contract and in addition:- a) The amounts payable in respect of any preliminary terms, so far as the works or service comprised therein has been carried out or performed, and a proper proportion as certified by the Engineer of any such items, the work or service comprise in which has been partially carried out or performed. b) The cost of materials or goods reasonably ordered for the works which shall have been delivered to the Contractor, or of which the Contractor is legally liable to accept delivery, such materials or goods becoming the property of Amul Dairy upon such payments being made by him. c) A sum to be certified by the Engineer, being the amount of any expenditure reasonably incurred by the Contractor in the expectation of completing the whole of the works insofar as such expenditure shall not have been covered by the payments in this sub-clause before mentioned. d) Any additional sum payable under the provision of the clauses 65.1, 65.2 and e) The reasonable cost of removal of construction plant under clause 65.7 and, if required by the Contractor, returns thereof to the Contractor s main plant yard in his country of registration or to any other destination, at no greater cost. f) The reasonable cost of repatriation of all the Contractor s staff and workmen employed in or in connection with the works at the time of such termination. Provided always that against that against any payments due from Amul Dairy shall be entitled to be credited with any outstanding balance due from the Contractor for advances in respect of constructional plant and materials and any other sums which at the date of termination were recoverable by Amul Dairy from the Contractor under the terms of the Contract Payment in the Event of Frustration 66.1 If a war or other circumstances outside the control of both parties, arises after the Contract is made so that either party is prevented form fulfilling his Contractual obligation, or under the law governing the Contract, the parties are released from further performance, then the sum payable by Amul Dairy to the Contractor in respect of the work executed shall be the same as that which would have been payable under clause 65 hereof if the Contract and been terminated under the provisions of clause 65 hereof. Page 77 of 88

78 PROPOSED CATTLE FEED FACTORY, KAPADWANJ Settlement of Disputes 67.1 If the Contactor considers any work demanded of him to be outside the requirements of the Contract, or considers any drawings, record or ruling of the Engineer on any matter in connection with or arising out of the Contract or the carrying out of the work to be unacceptable, he shall promptly ask the Engineer in writing, for written instructions of decision. There upon the Engineer shall give his written instructions or decision within a period of thirty days of such request Upon the receipt of the written instructions or decisions the Contractor shall promptly proceed without delay to comply with such instructions or decisions If the Engineer fails to give his instructions or decisions in writing within a period of thirty days after being requested, or if the Contractor is dissatisfied with the instructions and decisions the contractor may appeal to Amul Dairy which shall afford an opportunity to the Contractor to be heard and to offer an evidence in support of his appeal. Amul Dairy shall give a decision within a period of thirty days after the Contractor has given the said evidence in support of his appeal If the Contractor is dissatisfied with this decision, the Contractor within a period of thirty days from the receipt of the decision shall indicate his intention to refer the dispute to Arbitration, failing which the said decision shall be final and conclusive Arbitration 68.1 All disputes or differences whatsoever which shall at any time arise between the parties hereto on the construction of this agreement or any clause herein contained or any matter in any way connected therewith or the rights, duties, obligations of the parties hereto shall within 3 months of the written notice of such difference (s) being given by one party to the other be finally referred to the adjudication of the Sole Arbitrator to be appointed by Amul Dairy. Amul Dairy shall then finalize a panel of three arbitrators and the intimation shall be sent to the Contractor to enable the Contractor to choose and confirm his acceptance to the appointment of one arbitrator from the panel. If the Contractor fails to communicate his selection of the name, within the stipulated period, Amul Dairy shall select one arbitrator from the list and appoint him as the sole arbitrator. If Amul Dairy fails to send such a list within thirty days, as stipulated, the Contractor shall send a similar list to Amul Dairy within fifteen days. Amul Dairy shall then select one arbitrator from the list and appoint him as the sole arbitrator within fifteen days. If Amul Dairy fails to do so the Contractor shall communicate to Amul Dairy the name of one officer from the panel who shall then be the Sole Arbitrator. The appointment of the Sole Arbitrator so made shall be final and conclusive If the Arbitrator so appointed is unable or unwilling to act or resigns his appointment or vacates his office due to any reason whatsoever another Sole Arbitrator shall be appointed as aforesaid The Arbitrator shall be deemed to have entered in the reference on the date he issues notices to both the parties fixing the date of the first hearing The Arbitrator from time to time, with the consent of the parties enlarges the time for making and publishing the award The venue of the Arbitration shall be Anand only and jurisdiction for any matter/dispute arising out of or concerning or connected with such Arbitration shall be of Anand court only as the case ay be. Page 78 of 88

79 PROPOSED CATTLE FEED FACTORY, KAPADWANJ The fees, if any, of the Arbitration shall, if required to be paid before the award is made and published, be paid at half be each of the parties. The costs of the reference and the award including the fees, if any, of the Arbitrator shall be in the discretion of the Arbitrator who may direct to and by whom and in what manner, such costs or any part thereof shall be paid any may fix and settle the amount of costs to be so paid The award of the Arbitrator shall be final and binding on both the parties The Arbitration proceedings shall be governed by the Indian Arbitration act, 1940 and the rules there under or any statutory modification thereof for the time being in force. Performance under the contract, shall, if reasonably possible, continue during the Arbitration proceedings and the payments due to the contractor by Amul Dairy shall not be withheld, unless they are the subjects of the Arbitration proceedings Notices 69.1 All Certificates, notices or written orders to be given by Amul Dairy or by the Engineer to the Contractor under the terms of the Contract shall be served by sending by post to or delivering the same to the Contractor s principal place of business, or such other address as the Contractor shall nominate for this purpose All notices to be given to Amul Dairy or to the Engineer under the terms of the Contract shall be served by sending by post or delivering the same to the respective addresses nominated for that purpose Either party may change a nominated address to another address in the country where the works are being executed by prior written notice to the other party and the Engineer may do so by prior written notice to both parties Default of Amul Dairy 70.1 In the event of Amul Dairy:- a) Failing to pay to the Contractor the amount due under any certificate of the Engineer within 60 days after the same shall have become due under the terms of the Contract, subject to any deduction that Amul Dairy is entitled to make under the Contract, or b) Interfering with or obstruction or refusing any required approval to the issue of any such certificate, or c) Giving to the Contractor a formal notice that for any unforeseen reasons, it is impossible Amul Dairy to meet its Contractual obligations The Contractor shall be entitled to terminate his employment under the Contract after giving thirty days prior written notice to Amul Dairy, with a copy to the Engineer Upon the expiry of the fourteen days notice referred to in clause 70.1, the Contractor shall, notwithstanding the provisions of clause 54.1 hereof, with all reasonable dispatch, remove from the site all constructional plant brought by him thereon In the event of such termination Amul Dairy shall be under the obligations to the Contractor in regard to payment as if the Contract had been terminated under the provisions of clause 65 hereof, but, in addition to the payments specified in clause 65.8 hereof, Amul Dairy shall pay Page 79 of 88

80 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. to the Contractor the amount of any loss or damage to the Contractor arising out of or in connection with or by consequence of such termination, as are deemed reasonable and fair Changes in Cost and Legislation 71.1 No price adjustment if the Contract period is less than and up to 12 months. Pursuant to clause 11.4 of Section I Instructions to Bidders. However due to unforeseen circumstances if the completion time is extended, the rates quoted shall remain unchanged for period of sixth months beyond the stipulated completion time. Beyond this period of eighteen months change in cost would be worked out as per mutually agreed upon formula Taxation 72.1 The prices bid by the Contractor shall include all taxes, duties including VAT or works Contract tax or turn over tax etc. but exclude service tax, that may be levied according to the laws and regulations on the constructional plant, material and supplies acquired for the purpose of the Contract and on the services performed under the Contract. Nothing in the contract shall relieve the Contractor from his responsibility to pay any tax that may be levied on profits made by him in respect of the Contract. Service tax shall be paid extra as actual The Contractor s staff, personnel and labor will be liable to pay personnel income taxes in respect of such of their salaries and wages as are chargeable under the laws and regulations for the time being in force, and the Contractor thereof as may be imposed on him by such laws and regulations Bribery and collusion 73.1 Amul Dairy shall be entitled to terminate the contract and recover from the contractor the amount of any loss resulting from such termination if the contractor shall have offered or given to any person any gift or consideration of any kind as an inducement or reward for doing, or for bearing to do any action in relation to obtaining, or in the execution of contract or any other contract with Amul Dairy, or if any of the like acts shall have been done by any person employed by the contractor or acting on his behalf (whether with or without the knowledge of the contractor), or if the contractor shall have come in to any agreement with another contractor(s) whereby an agreed quotation or estimate shall be offered as a bid to Amul Dairy by one or more contractors In the event of such termination, the contractor shall: a) proceed as provided in sub clause 65.7 hereof, and b) be paid by Amul Dairy as provided in sub clause 65.8 hereof, provided that any loss referred herein shall first be deducted Termination of contract for Amul Dairy s convenience 74.1 Amul Dairy shall be entitled to terminate this contract at any time for its own convenience after giving 60 days prior notice to the contractor, with a copy to the Engineer In the event of such termination the contractor: a) Shall proceed as provided in sub clause 65.7 here of, and b) Shall be paid by Amul Dairy as provided in sub clause 65.8 hereof. Page 80 of 88

81 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. SPECIAL CONDITIONS OF CONTRACT Table of Clauses 1. Special conditions of contract 2. Taxes 3. Time of completion 4. Engineer s Office Accommodation 5. Water for construction and other use 6. Power supply 7. Materials to be Issued by Amul Dairy 8. Basic Rates 1.0 Special conditions of contract Page 81 of 88

82 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 1.1 The following special conditions of contract shall supplement the General conditions of contract, given in section II, wherever there is a conflict the provision herein shall prevail over those in the General conditions of contract. 2.0 Taxes 2.1 The rates shall include all taxes. The bidder shall include in his rates all types of taxes including VAT, works tax as per the law of the central & the Government or the state, where the contract is to be performed. No claim on account of any type of tax shall be admissible. Service tax shall be paid extra as actual. 3.0 Time of Completion 3.1 The contractor shall execute the contract up to 10% increase in the value of the works within the specified completion period of the contractor and no extension of time shall be granted. In case the increase in the value exceeds 10% of the contract amount, proportionate extension of time shall be granted, for the entire amount of increase over the original contract value. 4.0 Engineer s office Accommodation 4.1 The contractor shall at his own cost provide a temporary office accommodation of size 3M x 4M for the Engineer along with toilet facility and shall provide electrical connection to the same. The structure shall be removed after the completion of work, by the contractor, at his own cost. 5.0 Water for Construction and Other Use 5.1 Unless otherwise specified the contractor shall make his own arrangement for water for the work and nothing extra shall be paid for the same. If at all provided by client 0.5% of total value of work shall be deducted from each bill. 5.2 The water used by the contractor shall be fit for drinking as well as construction purposes to the satisfaction of the engineer/amul Dairy. 5.3 The contractor may be allowed to construct temporary tube wells / wells in the Project site for getting water after he has got written consent of Amul Dairy /Engineer. The contractor shall be required to provide necessary arrangement. Roads and service lines adjacent to the tube wells/wells sunk. The contractor shall dismantle the tube well/well on completion of work and restore the ground to its original condition at his own cost. 5.4 In case Amul Dairy supplies water, it shall be on the following conditions: 1. The water shall be provided at on point in the site at the discretion of the Engineer. The contractor shall make his own arrangement for water connection and distribution pipe lines in the construction area. The charges for the water supply will be half percent of total cost of the work if supply by the client and the same will be deducted from the R.A. Bills. 2. Amul Dairy shall not guarantee the maintenance of uninterrupted water supply. It will be the responsibility of the contractor to make alternative arrangements for water supply at his own cost in the event of any break down so that the progress of work is not affected for want of water. No claim or damage or refund of water charges shall be entertained on account of such break down. Page 82 of 88

83 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. 6.0 Power (Electricity) Supply 6.1 Unless otherwise specified the contractor shall have to make his own arrangements for the power supply at his cost. All the works shall be done as per IEA Rules. The temporary lines shall be removed by the contractor at his cost after the completion of the work or if there is any hindrance, to the other works due to the alignment of these lines, during the contractor period. 6.2 In case the power supply is provided by Amul Dairy, it shall be on the following conditions:- 1. The supply shall be made at one point in the site at the direction of the Engineer. The contractor shall make his own arrangement to carry and distribute the power wherever it is required within the site as per IEA rules. An energy meter shall be installed at site by contractor for reordering power consumption and the same shall be deducted from the running bill as per GEB Bill + 10% service charges. 2. The temporary supply lines shall be removed and the site shall be cleared by the contractor after the completion of the work at his own cost. 3. If at time any time during the period of contract, the energy meter is found defective than an amount of 0.5% of total value of work done during that period will be deducted. 7.0 Materials to be issued by Amul Dairy 7.1 If the specification of the work provides for the use of any material of special description to be supplied from Amul Dairy s stores or is required that the contractor shall use certain stores to be provided by the Engineer, such materials and stores, and price to be charged therefore, as hereinafter mentioned being as practicable for the convenience of the contractor, but not so as in any way to control the meaning or the effect of the contract, the contractor shall bound to purchase and shall be supplied with such materials and stores as are from time to time required to be used by him for the purpose of the contract only. The sum due from the contractor for the value of materials supplied by Amul Dairy plus 5% of its value towards wastage shall be recovered from the interim bill on the basis of the actual consumption of the materials in the works covered and for which the interim bill has been prepared. After the completion of the works, the contractor shall account for full quantity of the material supplied to him as per relevant clauses herein. 7.2 The value of the materials as may be issued to the contractor by Amul Dairy shall be debited to the contractor s account at the rate shown in the schedule of material given in section VI of this bidding document and if they are not entered in the schedule, they will be debited at cost price, which for the purpose of the contract shall include the cost of carriage and all other expenses whatsoever such as normal storage, supervision charges which shall have been incurred in obtaining the same at Amul Dairy s stores. All materials so supplied to the contractor shall remain the absolute property of Amul Dairy and shall not be removed on any account from the site of work unless specifically approved by the engineer and shall be at all times open for inspection to the Engineer. Any such serviceable material remaining unused at the time of the completion or termination of the contract shall be returned to Amul Dairy stores or at a place as directed by the engineer in perfectly good condition. 7.3 Conditions for issue of materials. i) Materials specified as to be issued by Amul Dairy will be supplied to the contractor by Amul Dairy from his stores as given in the Schedule of Material to be supplied by Amul Dairy section VI of this bidding document. It shall be the responsibility of the contractor to take delivery of the materials and arrange for its loading, transport and unloading at the site of works at his own cost. The material shall be issued between the working hours and as per the rules of Amul Dairy as framed from time to time. Page 83 of 88

84 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. ii) The contractor shall bear all incidental charges for the storage and safe custody of the materials at site after they have been issued to him. iii) iv) Materials as specified to be issued by Amul Dairy shall be issued in standard sizes and quantities obtained from the manufacturers. The contractor shall construct suitable go-down at the site of works for storing the materials safely against damage by rain, dampness, fire, theft etc. He shall also employ necessary watch and ward establishment for the purpose. v) It shall be the duty of the contractor to inspect material supplied to him at the time of taking delivery and satisfy himself that they are in good condition. After the materials have been delivered by Amul Dairy, it shall be the responsibility of the contractor to keep them in good condition and if the materials are lost or damaged, at any time the value thereof shall be recovered from the contractor pursuant to clause 7.4 hereof and clause 5.0 of section VI. vi) vii) Amul Dairy shall not be liable for delay in supply or non-supply of any material which Amul Dairy has undertaken to supply, where such failure or delay is due to natural calamities, act of enemies, transport and procurement difficulties and any circumstances beyond the control of Amul Dairy In no case, the contractor shall be entitled to claim any compensation or loss by him on this account. It shall be the responsibility of the contractor to arrange in time all materials required for the works other than those supplied by Amul Dairy. If, however, in the opinion of the Engineer the execution of the works is likely to be delayed due to the contractor s inability to make arrangements for supply of such materials which normally he has to arrange for the Engineer shall have the right at his own discretion to issue such material if available with Amul Dairy or procure such materials from the market or elsewhere and the contractor will be bound to take such materials at the rates decided by the Engineer. This, however, shall not absolve the contractor from the responsibility of making arrangement for the supply of such materials in part or full, should such situation occur nor shall this constitute as reason for delay in the work. viii) ix) Unless specifically approved by the Engineer, none of the materials supplied to the contractor shall be utilized by the contractor for manufacturing the item, which can be obtained as supplied from standard manufacturer in finished form. The contractor shall, if desired by the Engineer, be required to execute an indemnity bond in the prescribed form, for safe custody and accounting all materials issued by Amul Dairy. x) The contractor shall furnish to the Engineer sufficiently in advance the statement showing his requirement of the quantities of the materials to be supplied by Amul Dairy and the time when the same will be required by him for the works, so as to enable the Engineer to make necessary arrangement for procurement and supply of the material. xi) A day account of the materials issued by Amul Dairy shall be maintained by the contractor indicating the daily receipt, consumption and balance in hand. This account shall be maintained in a manner prescribed by the Engineer along with all connected paper viz. requisition, issues etc. and shall be always available for in the contractor s office at site. Page 84 of 88

85 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. xii) xiii) xiv) The contractor should see that only the required quantities of the materials are issued. The contractor shall not be entitled to cartage and incidental charges for returning the surplus materials, if any, to the store wherefrom they were issued or to the place as directed by the engineer. Materials/equipment supplied by Amul Dairy shall not be utilized for any other purpose other than issued for. Upon the completion of the works and the receipt of unutilized materials issued to the contractor by Amul Dairy pursuant to clause 7.3 herein. The contractor shall submit the reconciliation statement of materials received, utilized in the works and wastage thereon. The wastage of materials so determined shall be accounted for pursuant to clause 5.0 of section VI, and the value thereof shall be recovered from the contractor. 7.4 Notwithstanding anything contained to the contrary in any or all clauses of this contract where any materials for the execution of the contract are procured with the assistance of Amul Dairy either by issue from Amul Dairy stock or purchase made under orders, or permits or licenses issued by the Govt., the contractor shall hold the said materials as trustee for Amul Dairy and use such materials economically and solely for the purpose of the contract and not dispose them off without the permission of Amul Dairy and return, if required by the Engineer, all surplus or unserviceable materials that may be left with him after the completion of the contract or at its termination for any reason whatsoever on his being paid or credited such price as Engineer shall determine having due regard to the condition of the materials. The price allowed to the contractor, however, shall not exceed the amount charged to him excluding the storage charges, if any, shall be decided by the Engineer. In the event of the breach of the aforesaid condition, the contractor shall, in terms of the licenses or permits and/or for criminal breach of trust, be liable to compensate Amul Dairy at double the item rate or at double the prevailing market rate if the material was issued free of charge or any higher rate in the event of those materials at that time having higher rate or not being available in the market, than any other rate to be determined by the Engineer. 8.0 BASIC RATES: 8.1 The following materials would be procured by the contractor cost for which, Amul Dairy intends to negotiate prices and finalize the vendors. The order and payments for procurement of these materials shall be affected by the contractor. The contractor to quote his item rates considering the basic rates mentioned along with the following items. The contractor has to submit minimum three quotations for approval of Amul for purchase the basic rate material. Amul may negotiate further with other vendor also and insist contractor to procure that material at negotiated price. The entire procedure shall be fully transparent. Table 1 S.N. Particulars Unit Basic Rates in Rs. 1 Cement Per 50 kg Bag TMT Reinforcement-FE 500 D Per Kg 50 3 Structural Steel all sections Per Kg In case of any variation (plus or minus) between the rates mentioned in the Table 1 Basic Rates and the rates announced by Amul Dairy from time to time, the contractor shall be entitled or liable for reimbursement or to pay as the case may for such variation at actual difference For CEMENT and STEEL such variation shall reimbursed to/recovered from the contractor at difference (between the rates mentioned in the Table 1 and the rate announced by Amul Dairy ) plus WCT & service Tax as Page 85 of 88

86 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. applicable For ALL OTHER MATERIALS mentioned in Table 1 such variations shall be reimbursed to / recovered from the contractor at actual difference (between the difference towards wastage handling transpiration storage plant & tool, water & electricity and any incidental costs, Contractor s overheads & profit plus the WCT & service tax as applicable. Nothing extra, over and above this shall be reimbursed to or recovered from the Contractor. 8.3 Payment to the contractor shall be made on actual quantity used / installed in the works. All the wastages shall be to the contractor s account and contractor shall be responsible to submit the reconciliation statement for materials. 8.4 On receipt of the detailed requisition from the contractor, Amul Dairy would the reasonable time negotiate and fixed rates with the supplier for a period of time and intimate the vendor rates, time period and terns & conditions to the Contractor from time to time for procurement. 8.5 The rates would be for delivery of the material for site including loading at supplied works and transportation to site.unloading handling stocking safety & security at site would be to the contractor account. 8.6 All materials other than those listed in Table 1 Basic Rates shall also be obtained by the Contractor at his own cost. No variation/ escalation shall be payable to the contractor on these materials on any account. All the material shall only be deemed as under contractor s custody and shall remain the property of Amul Dairy at all times. Contractor shall not remove any material from site without prior written permission of Amul Dairy. Contractor shall not have any right or claim whatsoever on the material lying at site 8.8 In case the contractor fails/ refuses to procure and provide any material, Amul Dairy in the interest of the work may resort to procure and provide such materials at the risk and cost of the contractor. Under such circumstances a penal 15% of respective item rates shall be imposed on the contractor and recovered from his bills/ any outstanding payments. 8.9 The material shall be fully accounted for by the contractor. In accounting for materials, allowances as indicated in the Table 1 against each item, will be made to cover all wastages and losses that may have been incurred in the process of handling, storing, cutting, fabrication, fixing and installing. The contractor shall submit statement of account and reconciliation of material lying in contractor s stores along with each Running account bill and consolidated statement of reconciliation along with final bill The contractor shall at all times when requested, satisfy Amul Dairy by the production records or books or submissions of returns that the materials are being used for the purpose for which they are procured and the contractor shall at all times keep the records updated to enable Amul Dairy to apply such checks as he may desire to impose. The contractor shall, at all times, permit Amul Dairy to insect his godown. The contractor shall not without prior written permission of Amul Dairy, utilize or dispose of the materials for any purpose other than intended in the contract Amul Dairy will not be responsible for any delay in the supply of material Special Notes for Basic Rates: Amul Dairy shall make a theoretical assessment of the materials (Reinforcement steel & cement) consumed in the works. The difference in the quantity (plus or minus) between material actually consumed (material Procured Balance at site) by the Contractor and the theoretical consumption, if not within permissible limit of wastage shall be recovered from the contractor at the average procurement rates multiplied by a factor of 1.5 (one point five) (penalty Recovery). Page 86 of 88

87 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. The contractor shall at his cost make his own arrangements for handling, storage and within the site transportation to the point of work of all materials as required and instructed by Amul Dairy. No charge shall be paid to the contractor on this account. Contractor shall give to Amul Dairy the detailed material requirement for procurement, however Amul Dairy shall make his own judgment and negotiate for quantities of materials that may be more/ less than the contractor s requisition incase quantities are more than the requisitioned quantities the contractor shall at his own make necessary arrangement for purchase & safe storage at site for same till the time material get consumed in the works. CEMENT: An allowance of 2 (two) percent will be considered to cover wastage and loss, for reconciliation of cement. The handling and storage facility for cement shall be so arranged that no cement shall be kept in storage for more than 90 (ninety) days from the date of receipt of cement from the factory. If any cement is kept for more than 90 (ninety) days in the contractor s storage it shall be tested at the contractor s cost in an approved laboratory and until the result of such tests are found satisfactory shall not be used in any work.if it is found defective in any way it shall not be used. Cement in bags shall be negotiated by Amul Dairy without weighing and as received from suppliers it is expected that the contractor will be conversant with the normal range of weight of cement bags that are received from authorized manufacturers. From his experience the contractor shall take into account the short falls while quoting the rates in the bill of quantities because Amul Dairy will insist upon the weighing of cement for weigh-batched concrete nothing extra shall be paid on this account. Empty cement bags shall be contractor s property. REINFORCEMENT STEEL Amul Dairy shall issue the Contractor the procurement indents and the contractor shall be responsible to receive and take under his custody the material at the vendor s stock yard/designated source for safe transportation to site in this regard the cost of any supervisory/security manpower will be born by the contractor, the cost of transportation, loading and unloading, transit insurance, octroi or any other transit taxes will be born by Amul Dairy. Reinforcing bars shall be in random sizes and lengths bent or in coils as available to Amul Dairy and the cost of all handling, cutting, uncoiling, straightening fabrication and placing in position at all heights and levels shall be bome by the contractor. Reinforcing bars will only be procured by actual weight by weighing the vehicle at Weigh Bridge (Dharam kanta) which may be verified by the contractor at the stock yard at the time of taking delivery. Measurement for payment shall be based on lengths and standard weight dia wise as per IS code. Rolling margins will not be considered for the purposes of payment to the contractor for fabrication and /or installation. For the purpose of reconciliation, rolling margins will be considered, which the contractor shall established jointly with Amul Dairy during the course of the works. The actual unit weight of the reinforcement bars shall be established by taking 5 random samples of 1 meter length for each batch. Contractor shall prepare the bar bending schedule bases on the structure drawings and get the same approved from Amul Dairy prior to cutting and laying the reinforcement bars for purpose of payment the measurements shall be recorded as per the approved bar bending schedule. Chairs, separators and spacers shall be measured for payment & reconciliation. Only the authorized laps in reinforcement steel shall be measured and considered for payment. Should it become necessary to substitute reinforcing bars where the diameters or sections shown on drawing are not available from the steel suppliers any substitutions shall be determined and listed by the contractor who shall obtain Amul Dairy s approval in writing to any such substitution prior to their being incorporated into the works. Page 87 of 88

88 PROPOSED CATTLE FEED FACTORY, KAPADWANJ. All reinforcement steel; scrap shall be the property of the contractor An allowance of plus / minus 3 (three) percent will be made to cover wastage any loss during reconciliation of reinforcing bars. However all scrap shall be properly accounted for and no scrap or cut pieces shall be removed from the site or otherwise disposed off without the prior inspection and permission in writing of Amul Dairy. All off cuts, cut pieces and scrap are deemed to be included within the above limit of wastage allowance. If reinforcement lengths not being commensurate with the required lengths, the contractor must, prior to the commencement of work provide the cutting schedule and splicing details for Amul Dairy approval. Page 88 of 88

89 EW GENERAL INSTRUCTIONS FOR ELECTRICAL WORK 1.0 Scope of work: 1.1 The contractor s scope of work covers supply, installation, commissioning and testing of the complete Electrical installation as specified in material specification, item specification, drawings and schedule of quantities. 2.0 Location: 2.1 The works are to be carried out inside the campus of CATTLE FEED PLANT AT KAPADVANJ (Molasses Tank Utility (6000 MT capacity, 2 Nos.). All electrical equipment and gear shall be designed for an average ambient of 50 C with a peak of 55 C and relative humidity 55%. 3.0 Drawings, Specifications & Deviations: 3.1 The drawings and specifications lay down minimum standards of equipment and workmanship. Should the tenderer wish to depart from the provisions of the specifications and drawings either on account of manufacturing practice or for any other reasons, he should clearly draw attention in his tender to the proposed points of departures and submit such complete information, drawings and specifications as will enable the relative merits of the deviations to be fully appreciated. In the absence of any deviations, it will be deemed that the tenderer is fully satisfied with the intents of the specifications and drawings and their compliance with the statutory provisions and local codes. 3.2 In case of discrepancy between the drawings and specifications, the tenderer shall assume the more stringent of the two and furnish his rates accordingly. 3.3 The Contractor shall prepare fabrication and working drawings and all work shall be as per the approved working drawings. Approval of drawings does not relieve the Contractor of his responsibility to meet with the intents of the specifications. All such drawings for approval shall be in duplicate. 3.4 Equipment data shall be submitted along with the filled tender. The contractor shall be responsible for any unfilled data of the data sheets and the same shall be executed according to the requirements of the Engineer in charge / Consultant without any extra cost. 3.5 All sundry fittings, assemblies, accessories, hardware items, foundation bolts, termination lugs for electrical connections as required, and all other sundry items which are useful and necessary for proper assembly and efficient working of the various components of the work shall be deemed to have been included in the tender, whether such items are specifically mentioned in the tender documents or not. 4.0 Tools and Spare Parts: 4.1 All the tools, tackle, scaffolding and staging require for erection and assembly of the equipment and installation covered by the contract shall be obtained and maintained by the contractor himself. All other materials such as foundation bolts, nuts, anchor fasteners etc. required for the installation of the plant shall also be supplied and included in the contract. 4.2 Tenderer should submit the spares recommended by him for two years operation of each type of equipment covered by these specifications on completion of work. 5.0 Testing & Handing over: 5.1 The contractor shall carry out tests on different equipment as specified in various sections in the presence of representatives of clients, Architects and Consulting Engineers in order to enable them to determine whether the plant, equipment and installation in general comply with the specifications. 5.2 All equipment shall be tested after carrying out necessary adjustments and balancing to establish equipment ratings and all other design conditions. At least six sets of readings shall be taken for each item tested and submitted. GCC for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Page 1 of 8

90 EW 5.3 The project shall be handed over after satisfactory testing along with six sets of documentation along with two sets of soft copy each consisting of : i) Detailed equipment data as approved by the Consulting Engineers/Employer. ii) Manufacturer's maintenance and operating instructions. iii) Set of drawings, showing plant layouts, piping, ducting, cabling etc iv) Approved Test reading & certificate of local authorities. v) List of recommended spares. 5.4 Submission of the above documentation shall form a precondition for the final acceptance of the plant and installation and final payment. 6.0 Performance guarantee: 6.1 All electrical equipment/items shall be suitable for Seismic Zone V. All equipment and the entire installation shall be guaranteed to yield the specified ratings and design conditions plus/minus 3% tolerance. Any equipment found short of the specified ratings by more than the allowable tolerance as determined by the test readings shall be rejected. 7.0 Defects Liability: 7.1 All equipment and the entire installation shall be guaranteed against defective materials and workmanship for a period of 12 months reckoned after the plant is commissioned and handed over to the clients along with the 6 sets of completion documents. During the defects liability period, the contractor shall rectify, repair or replace defective parts and components free of cost. 8.0 Statutory Inspections: 8.1 The contractor shall be fully responsible for meeting all the statutory obligations pertaining to the works carried out by them. The contractor should prepare all working drawings and obtain approval of competent authorities and also have the equipment and installation inspected and got approved. All statutory fees will be paid by the clients directly against demand in writing from the appropriate authority and all other expenses for submission and approval of the various and relevant statutory/bodies shall be embodied in the tender prices Temporary wiring Whenever any temporary wiring is done, it has to be done so that all precaution for safety is taken and temporary wiring shall be also done so that, it is not hazardous to any body. Any accidents happen because of temporary or permanent installation, it will be entire responsibility of contractor for all compensation to concern parties. Employer, engineer in charge, consultants shall not be responsible for such accidents, mistake etc Completion Drawing: The contractor shall to submit 4 sets of as built drawings showing all power and control circuit diagrams and soft copy of the same GA Drawings Successful tenderer shall submit General Arrangement drawings for approval of employer/consultant before manufacturing of any part of equipments Works to be done by the Electrical Contractor 13.1 The contractor shall also furnish 4 copies of detailed installation, operation and maintenance manuals of manufacturers for all items of equipment together with all relevant data sheet, spare parts catalogues, repairs, GCC for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Page 2 of 8

91 EW assembly and adjustment procedure etc The contractor shall furnish such facilities as will be necessary for inspection of the equipment before dispatch at the manufacturer s works and also for witnessing such tests, at the works, if so required by employer/consultant Copies of all documents for routine, acceptance and type test certificates of the equipment carried out at the manufacturers premise shall be furnished to the employer along with supply of equipment The contractor shall coordinate his work and cooperate with other agencies by exchange of all technical information like details of foundation, weight, overall dimensions, clearances and other technical data required for successful and proper completion of his portion of the work in relation to the work of others without any reservation. No remuneration shall be claimed for such cooperation Care shall be taken, while handling/installing the equipment to avoid damage to the building as well as equipment. On completion of installation, the contractor shall arrange to repair all damages to the building and equipment caused during installation so as to bring to the original condition without any extra cost Sealing of all floor openings provided for electrical pipes and cables, from fire safety point of view, after laying the same without any extra cost Testing and commissioning of completed installation All tools and tackles required for handling of equipments and material at site of work as well as for their assembly and erection and also necessary test instruments shall be the responsibility of the contractor The contractor shall co-ordinate with all other agencies involved in the building work so that the building work is not hampered due to delay in his work. Recessed conduit and other works, which directly affect the progress of building work, should be given priority No structural member in the building shall be damaged / altered, without prior approval. All openings provided by others for electrical services shall be grouted / filled by the contractor after installing the cables/conduits etc. as the case may be, by any suitable means as approved by the engineer in charge without any extra cost. All chases required in connection with the electrical works shall be provided and filled by the contractor at his own cost as per instruction of architect to the original architectural finish of the building All the electrical works shall be carried out in accordance with the provisions of Indian electricity act, 1910 and Indian electricity rules, 1956 amended up to date(date of call of tender).all components shall confirm to relevant Indian standard specifications, wherever existing, amended up to date For all kind of fabricated equipments, the contractor will first submit dimensional detailed drawings for approval before fabrication is taken up in the factory. Suitable stage inspection at factory also will be made to ensure proper use of materials, workmanship and quality control All testes prescribed in specification, to be done before, during and after installation, shall be carried out, and the test results shall be submitted to the engineer in charge in prescribed Performa, forming part of the completion certificate Completion plan (AS BUILT) drawn to the scale to be submitted for each building with location of main switch board, distribution boards, panels, circuit diagram, conduit layouts, points, outlets, light fixtures etc complete in all respect as per instruction of engineer in charge. GCC for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Page 3 of 8

92 EW 14.0 Guarantee The contractor shall guarantee the entire installation as per specifications. All equipments shall be guaranteed for one year from the date of acceptance against unsatisfactory performance or break down due to defective design, manufacture and installation. The installation shall be covered by the conditions that whole installation or any part thereof found defective within one year from the date of taking over shall be replaced or repaired by the contractor free of charge After sales services The contractor shall ensure adequate and prompt after sales services in the form of maintenance personnel and spares as and when required with a view to minimizing the break down period. Particular attention shall be given to ensure that all spares are easily available during the normal life of installation. GCC for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Page 4 of 8

93 EW 1. Equipment & Machinery on Work Site SPECIAL CONDITIONS OF CONTRACT The contractor shall provide and maintain in working order power driven machines like welding, drilling machine, zarri cutters, meggar, multimeter, continuity tester etc. till the completion of work. 2. The quantity for measurement will be actual quantity used in electrification: I) The contractor shall bear all incidental charges for the storage and safe custody of the materials at site at his own responsibility. II) The contractor shall make arrangement at the site of works for safe custody of materials to protect from damage by rain, dampness, fire, theft etc. III) In case any materials get damaged the contractor shall replace the same at his own cost. IV) The contractor shall furnish to Engineer-in-Charge sufficiently in advance a statement showing his requirements of quantities of materials to be supplied by Owner if any and the time when he will require the same. V) A day to day account of the material supplied by Owner/Contractor shall be maintained by the contractor in the agreed Performa. 4. Engineer In charge/employer will provide operative instructions on regular basis related to project during contract execution period, which are not covered in this tender document. Contractor and his staff at site shall comply all these instructions. 5. Client's approval will be final in all concerned matters. 6. All correspondences between contractor and architect will be through client/pmc. 7. The Electrical contractor must be licensed Electrical contractor. 8. The Electrical contractor must have available all kind of necessary equipments at site. 9. The Electrical contractor should get approval prior to appoint any sub agencies for specialized jobs. Client /Consultant/Architect have right to reject any contractor at any stage of project. 10. It is required that all insurance formalities & workman s compensation policy should be followed by the contractor. 11. All HT cable jointer should possess necessary license for HT cable jointing/termination and should be well experienced with similar work. 12. The contractor will have to provide senior Electrical site engineer during the execution of work 13. All wiring person must be in possession of wireman license. 14. Minimum Criteria for selecting Electrical Sub contractor. 1. The contractor must be government approved as Class A licensed Electrical contractor. 2. The Electrical contractor must have completed following kind of jobs under one project head in last 3 years. SITC MV/LV Cabling and termination work. SITC of all M.V. Switch gear and power panels made by CPRI approved panel vendor. Internal wiring with PPI (Per Phase Isolation) type Distribution Boards. GCC for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Page 5 of 8

94 EW SITC of external lighting like poles, cables, Timers, cable trenches etc. 3. The Electrical contractor shall get approval prior to appoint any sub agencies for specialized jobs. Employer /Consultant/Engineer in charge has right to reject any contractor at any stage of project. 4. The contractor will have to provide: Minimum one senior Electrical site engineer B.E. with more then 5 years experience. All wiring person must be a supervisor level grade. 5. Emphasis shall be given to the sub contractor who has already completed similar kind & Magnitude of projects and has worked with renowned Employer / Consultant. GCC for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Page 6 of 8

95 EW Basic Rates Light Fixtures Following rates shall be considered as basic rates for arriving at the tender rates by the bidder. SR NO. TYPE OF LIGHT FIXTURE BASIC RATE PRICE RANGE 1 Internal Light Fixtures Type A Rs. 1250/-per No. Up to Rs Internal Light Fixtures Type B Rs. 2500/-per No. Above Rs up to Rs Internal Light Fixtures Type C Rs. 4050/-per No. Above Rs up to Rs Internal Light Fixtures Type D Rs per No Above Rs onwards The above basic rates are inclusive of all types of taxes, levies, loading, transit insurance, transportation, unloading and delivery at site. Contractor shall inform and get approval of the employer in writing about the purchase rates and source of supply of the items listed under basic rate before placing the order. Material shall be purchased directly from manufacturer or their authorized main stockist / supplier. The contractor shall get approval of such rates from engineer in charge at least minimum one month in advance of placing the order of the relevant material. Employer reserves the right to negotiate and finalize the rates of the items listed under basic rate items directly with the supplier / authorized dealer. The approved rates shall be termed as negotiated rates (inclusive of all types of taxes, levies, loading, transit insurance, transportation, unloading and delivery at site) and the same shall be binding to the contractor for further process of execution. Contractor shall execute the relevant item considering the negotiated rates as final rate. The contractor shall prepare and submit the statement of basic rate difference for all relevant items (Performa of the statement is given below) with each running bills and final bill. The supporting documents like approved rate quotation, delivered quantities, invoice received from supplier, payment details etc. as required by engineer in charge shall be attached with this statement for Employer s verification and record. The amount of basic rate difference shall be claimed in every running bill. Final adjustment can be made during final bill after proper reconciliation of total executed quantities and material supplied quantities. No other component of cost as stated in the Performa below shall be considered for payment or recovery of material listed under basic rate item. Refer table below for deriving amount of basic rate difference payable or recoverable. Electrical contractor should quote considering only Installation, Testing & Commissioning (ITC) charges in addition of basic rate for Supply. For selection of fitting, there must be one committee in which SE, Executive Engineer, Consultant, Architecture will be members. The consultant shall suggest minimum two models of fittings for each item with literature, Specification, drawings etc. While deciding the basic cost. consultant / contractor have to produce quotations of the fittings in the committee including VAT, excise, custom duty etc. The basic cost will be the original cost of the manufacturer including said costs. However basic cost includes transportation, loading, unloading, storage charges etc. but for each and every charges, contractor have to submit the bills / supporting documents. Final decision of the basic cost will be decided by the committee. The contractor have to submit each and every Photo copy of the bills. Committee reserve the rights to negotiate the price directly with manufacturer / supplier / dealer etc. GCC for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Page 7 of 8

96 EW Final Rate will be decided as per following sample calculation table Sr. No Item Unit Basic Rate as per tender (a) Negotiated rates (b) contractor Quoted Rate (assumed) (c ) Rate Difference (d) = b-a % difference with basic rate (e) = d / a Deduction in QR f= c x e Final payable amount g=c+f (if 'f' is in negative figure) OR g=c+d(if f is NA) Example 1 Internal No % Internal No % NA 5500 (c+d) GCC for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Page 8 of 8

97 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. PART B1 TECHNICAL SPECIFICATIONS FOR CIVIL WORK Page 1 of 146

98 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. TECHNICAL SPECIFICATIONS CIVIL WORKS No. Particulars 1 Applicable Standards - Civil Works 2 List of Approved Make - Civil Works 3 Cement Consumption 4 Material Specification - Civil Works 5 Item Specifications - Civil Works Page 2 of 146

99 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. APPLICABLE STANDARDS CIVIL WORKS 1 Conversion factors IS:786 2 Method of measurement of building works IS: Code of practice for measurement of civil engineering works IS: Materials and workmanship for earthwork and excavation IS:1200 (PART I) 5 Safety code for blasting and related drilling operations IS: Safety code for excavation work IS: Moisture content in sand for filling IS: Determination of moisture content IS:2720 (PART II) 9 Determination of moisture content & dry density relation using light compaction 10 Determination of dry density of soils in-place by the sand replacement method IS: 2720 ( PART VIII) IS:2720(PART XXVIII) 11 Determination of dry density of soils in-place by the core cutter method IS:2720 (PART XXIX) 12 Anti termite treatment IS:6313(PARTI TO III) 13 Construction water IS: Methods of sampling and test (physical and chemical water used in industry ) IS: Ordinary (33 grade)/low heat Portland cement IS: Ordinary Portland cement (43 grade) IS: Ordinary Portland cement (53 grade) IS: White Portland cement IS:8042-E 19 Portland pozzolana cement IS: Rapid hardening Portland cement IS:8041, IS: Portland(blast furnace) slag cement IS: Hydrophobic cement IS: High alumina cement IS: Super sulphated cement IS: Oil well cement IS:8229E 26 Standard for testing of cement IS:650 Page 3 of 146

100 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 27 Methods of physical tests for hydraulic cement IS: Specification for standard sand for testing of cement IS: Coarse and fine aggregates for concrete IS:383, IS: Gradation of coarse aggregates IS:383(TABLEII) 31 Gradation of fine aggregates IS:383 (TABLE III) 32 All-in-aggregates IS:383 (TABLE IV) 33 Method of tests for aggregates for concrete IS:2386 (PART I TO VIII) 34 Methods of determination the maximum qty. of deleterious materials in aggregate 35 Limiting values of the maximum quantities of deleterious materials in aggregate IS:2386 (PART II) IS:383 (TABLE I) 36 Flakiness index of aggregates IS:2396 (PART I), IS: Moisture content test for aggregates IS:2386 (PART III) 38 Specification for mild steel and medium tensile steel bars and hard drawn steel wire for concrete reinforcement. IS:432 (PART I & II) 39 Specification for plain hard drawn steel wire fabric for cement concrete IS: Specification for cold twisted steel bars for concrete reinforcement IS: Specifications for hot rolled mild steel and medium tensile steel deformed bars IS:1139, IS: Code of practice for bending and fixing of bars for concrete reinforcement IS: Mild steel binding wire IS: Code of practice for welding of mild steel bars used for RCC IS: Code of practice for plain and reinforced concrete IS: Code of practice for general construction of plain and RCC for dams IS: Testing of reinforced cement concrete IS: Method of tests for strength of concrete IS: Methods of sampling & analysis of concrete IS: Code of practice for concrete structures for storage of liquids IS:3370 (PART I TO IV) 51 Code of practice for composite construction IS: Code of practice for construction of reinforced concrete shell roof IS: Criteria for the design of RCC shell structures and folded plates IS:2210 Page 4 of 146

101 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 54 Specification for batch type concrete mixers IS: Specification for portable swing weigh batchers for concrete IS: Specification for roller pan mixer IS: Specification for concrete vibrators immersion type IS: Specification for screed board concrete vibrators IS: Specification for concrete vibrating tables IS: Specification for pan vibrators IS: Specification for form vibrators for concrete IS: Code of practice for use of immersion vibrators for consolidated concrete IS: Air entraining agent ASTM: Criteria for design and construction of precast concrete trusses IS: Prestressed concrete IS: Specification for high tensile steel bars used in code of practice for prestressed concrete IS: Specification for plain hard drawn steel wire for pre-stressed concrete IS:1785 (PART I) 68 Specification for plywood for concrete 69 Shuttering work IS: Code of practice for steel tubular scaffolding IS:4014 (PART I & II) 71 Specification for steel scaffolding IS: Safety code for scaffolds and ladders IS: Common burnt clay building bricks IS: Classification of burnt clay bricks IS: Burnt clay building bricks, heavy duty IS: Burnt clay facing bricks IS:2691,IS: Method of sampling and testing clay building bricks IS:3495 (PART I - IV) 78 Mortar for brick work IS: Code of practice for brick work IS: Masonry works IS: Structural safety etc. Of building masonry walls IS:1905 Page 5 of 146

102 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 82 Load bearing hollow concrete blocks IS: Lime - cement - cinder hollow concrete blocks IS: Lime - cement - cinder solid blocks IS: Code of practice for construction of stone masonry IS:1597 (PART I) 86 Stone tests IS: Code of practice for design and installation of joints in buildings IS: Joint sealing compound IS: Pre-molded bituminous joint filler IS: Timber door, window and ventilator frames IS: Material & workmanship for wood work IS:883, IS: Wooden flush door shutters (solid core type) IS:2202 (PART I) 93 Timber paneled and glazed shutters IS:1003 (PART I & II) 94 Method of tests for wooden flush doors, type tests IS: Plywood & tests IS: General tests for wood work IS: Red lead for wood knot IS: Oil type wood preservative IS: Particle board IS: Transparent sheet glass for glazing & framing purposes IS: Resin bonded fiber glass IS: Putty for glazing IS: Steel door frames IS: Steel window IS: Steel doors IS: Steel ventilators IS: Rolling shutters IS: Primer for steel doors, windows & ventilators IS: Aluminum alloy for door/window frames IS DSGN. HEA-WP OF IS:733 Page 6 of 146

103 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 110 Sections IS: Anodizing BS: Hydraulic lime & storage IS: General tests for lime IS:6932 (PART I TO X) 114 Field tests for lime IS: Lime mortar preparation IS: Slacked lime IS: Surkhi IS: Code of practice for application of lime plaster finish IS: Rough cast plaster IS:1661(CLAUSE-165) 120 Specification for integral cement water proofing compounds IS: Water proofing asphalt/maxphalt IS: Bitumen saturated layer IS: Bitumen felt IS: Bitumen IS: Code of practice for laying and finishing of cement concrete flooring tiles IS: Material & workmanship for flooring IS:1197, IS: Code of practice for laying in situ terrazzo floor finish IS: Code of practice for laying in-situ cement concrete flooring IS: Mosaic tiles IS: Glazed earthenware tiles IS: Marble chips & marble mosaic terrazzo IS: Plain cement tiles & tests IS: Marble mosaic tiles IS: Marble slab IS: PVC flooring tiles & sheets IS:3461,IS: Broken marble mosaic tiles IS: Oxy-chloride IS: Magnesium chloride IS:657 Page 7 of 146

104 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 139 C.I. grid tiles IS: Pigment for terrazzo flooring IS: Rivets IS: Electrodes for welding IS: Code of practice for use of electric arc welding for general construction in steel IS: Tests for welding works IS: Welding works IS: Bolts and nuts IS: Tests for bolts and nuts IS: Structural steel sections & tests IS: Structural steel plates IS: Defects in structural steel IS: Dimension & properties of steel section IS: Structural steel work IS:226, IS: Expanded metal steel sheet IS: Mild steel wire gauze jali IS: Welding procedure & edge preparation IS: Washers IS: Storage of welding wire & electrodes IS: Primer to structural surface for bolts IS: Checkered plates IS: Code of practice for painting of ferrous metal in building and allied finishes IS:1477 (PART I & II) 162 Distemper and dry colour IS: Code of practice for painting concrete, masonry and plaster surfaces IS: Distemper and oil emulsion IS: Enamel paints IS: Coat of zinc chromate IS: French spirit polish IS:348 Page 8 of 146

105 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 172 GI sheets IS: Ac sheets IS: Ac sheet fixing IS: Mangalore pattern tiles IS: Fiber glass reinforced polyester IS: Galvanized steel for barbed wire IS: Insulation of hot water pipes, tanks & heat exchanger BS: GI pipes & MS tubes IS:1239 (PART I) 180 Screw down bib cocks & stop cocks IS: Vitreous sanitary fixtures(general) IS:2556 (PART I) 182 Gun metal wheel, globe, check, gate & non return valves IS: Wash basin IS:2556 (PART IV), IS: European W.C. IS:2556, IS: Solid plastic seat & cover IS: Orissa pan W.C. IS:2556 (PART III) 187 Squatting pans & traps IS:2556 (PART III) 188 Indian W.C. (wash down W.C.) IS:2556 (PART II), IS: Urinals IS:2556 (PART VI) 190 Half round channels IS:2556 (PART VII) 191 Specific requirements of siphonic wash down W.C. IS:2556 (PART VIII) 192 Ss sink/c.i./flushing tank brackets IS: C.I. siphonic flushing cistern IS: Lead pipes IS:404 (PART I) 195 Sand cast pipes & fittings IS: C.I. spun soil pipes & fittings IS: Gully trap IS: Glazed stone ware pipes & fittings IS: Ac pipe IS:1626,IS:1626 (PART I) 200 High pressure/crydon ball valve IS:1703 Page 9 of 146

106 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 201 C.I. sluice valve IS: Capstan head IS: Malleable iron fittings IS:1879 (PART I TO X) 204 C.I. pipes IS:1536, IS: Molten (pig)lead IS: C.I. manhole frames & covers IS: Concrete pipes IS: Threads for screwed pipes IS: Lead jointing IS: Carbon steel for pipes IS: Low level ceramic cistern IS: Bowl pattern flat back urinals IS:2556 (PART IV) 213 Showers IS: Heavy C.I. pipes IS: Concrete mix design IS: Code of practice for construction of floor and roof with joists and filler blocks IS:6061 (PART I) 217 Code of practice for construction of light weight concrete block masonry IS: Specification for load bearing light weight concrete blocks IS: Code of practice for construction of hollow concrete block masonry IS: Specification for concrete masonry units (hollow and solid concrete blocks) IS:2185 (PART I) 221 Chemical composition of ordinary Portland cement IS: Sulphate resistant cement BS:4027 & ASTMC-150 TYPE II 223 Specifications for circular hollow sections IS: Properties of rectangular & square hollow sections IS: Cold formed welded & seamless carbon steel structural tubing ASTMA Cold but not formed welded & seamless carbon steel structural tubing ASTMA Hot formed welded & seamless high strength low alloy tubing ASTMA Hot rolled structural steel hollow section BS:4848/ Page 10 of 146

107 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. LIST OF APPROVED MAKE / MANUFACTURER - CIVIL WORK MATERIALS 1) Ordinary Portland cement Ultrtech/Ambuja/Sanghi/JK Laxmi/binani/Jaypee 2) White cement Birla/J.K. brand 3) Cold twisted Ribbed bars Tata/Sail/Vizag/ 4) Structural Rolled Steel sections-beams, channels, Tata/Vizag/Jindal/Sail brand tee, flats, angles, bars(round, square, hexagonal) 5) Structural Hollow steel sections (Square & Tata Rectangular) 6) Structural tubular sections Tata/Jindal 7) Coarse Aggregates 6mm to 40mm sizes Approved quarry from Sevalia/Vadagam 8) Stone Rubbles & Gravels Approved quarry from Sevalia/Vadagam 9.1) Shuttering plywood Century /Green /Kitply/Anchor brand 9.2) Marine plywood Century/Green/Kitply/Conswood brand 9.3) Commercial plywood Century /Green /Duro brand 9.4) Decorative ply (Veneer) Century /Green/Durian/Conswood brand 9.5) MDF Century/Duratuff/Nuwood brand 9.6) Prelam particle board Century/Novapan/Bhutan brand 9.7) Laminate sheet Green /Century/Formica/Decolan brand 9.8) Bison Panel (cement bonded particle board) Euro/Bison/NCL Industries brand 10) Flush door Green doors/kitplay/anchor/sitapur brand 11.1) Door and Window frames Cement pre-stress steel 11.2) Z - section steel window & Ventilators AGEW Steel Manufacture Pvt. Ltd. 11.3) MS & GI seamless flush door shutters NA Including door Frames 12) Locks Apex/Godrej /Vale/Armour brand 13) Float Glass Modi guard 14) Mirror Modi guard. 15) MS Rolling shutter NA 16) Precast terrazo tiles & skirting( Mosaic) NA Page 11 of 146

108 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 17) Polished Kotah stone slab grey Approved quarry of Ramganjmandi. 18) Bathroom tiles Swastik/Cera/Johnson/Somani brand 19) Flooring tiles Swastik/Bell/Johnson brand 20) Construction chemicals Dr.Fixit/M.C. Bauchemie/Roffee/ Fosroc/Pidilite brand 21) Joint Filler GE silicone, Cibatul, STP 22) Pre-coated steel roofing/ walling sheets NA. 23) Paints Berger/Asian/ICI/Narolac brand 24) Polish MRF, Asian, ICI 25) Water stop Fixopan 26) Hardware Apex/Flora/Micromess/Pluspoint/Ferrari 27) Adhesives Fevicol, Kitcol, Araldite, BAL 28) Sanitary ware Cera brand 29) Sanitary fittings Aquel brand 30) Pipes Supreme 31) Cover blocks Astra brand 32) RMC Ultra tech/johnson brand 33) Bricks Red brick Note: All the Materials/Makes listed above cost and availability has been checked and other than as specified above shall not be used unless prescribed and approved in writing by the architect. Page 12 of 146

109 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. CEMENT CONSUMPTION Item Ration/ Grade Consumption A. CEMENT CONCRETE BBCC 01:06: Bags/m3. 01:05: Bags/m3. 01:04: Bags/m3. PCC 01:06: Bags/m3. 01:05: Bags/m3. 01:04: Bags/m3. RCC 01:03: Bags/m3. 01:02: Bags/m3. 01:1.5:03 8 Bags/m3. 01:01: Bags/m3. 01:02: Bags/m3. 01:2.5: Bags/m3. B. MORTARS Cement and Sand mortar 01: Bags/m3. 01: Bags/m3. 01: Bags/m3. 01: Bags/m3. 01: Bags/m3. 01:06 5 Bags/m3. Page 13 of 146

110 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 01:08 4 Bags/m3. Gauged mortar (Cement Lime and Sand mortar) 01:01: Bags/m3. 01:01: Bags/m3. 01:02: Bags/m3. 01:05: Bags/m3. 01:06: Bags/m3. C. MASONRY WORK Brickwork in Cement sand mortar Modular ( 19 x 9 x 9 ) 01: Bags/m3. 01: Bags/m3. 01: Bags/m3. 01: Bags/m3. 01: Bags/m3. Brickwork in Gauge Mortar 01:01: Bags/m3. 01:01: Bags/m3. 01:02: Bags/m3. Stone masonry, Uncoursed Random Rubble walling Conventional ( 23 x 11 x 7 ) 01: Bags/m3. 01: Bags/m3. 01: Bags/m3. 01: Bags/m3. Stone masonry in Gauged Mortar Page 14 of 146

111 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 01:01: Bags/m3. Item Ratio/Grade Consumption 01:01: Bags/m3. 01:02: Bags/m3. D. PLASTERING 12 mm. thick plaster in Cement mortar, on Brick masonry 01: Bags/m². 01: Bags/m². 01: Bags/m². 01: Bags/m². 01: Bags/m². 12 mm. thick plaster in Gauged mortar, on Brick masonry 01:01: Bags/m². 01:02: Bags/m². 12 mm. thick plaster in Cement mortar, on Stone masonry 01: Bags/m². 01: Bags/m². 01: Bags/m². 01: Bags/m². 12 mm. thick plaster in Gauged mortar, on Stone masonry 01:01: Bags/m². 01:02: Bags/m². 20 mm. thick plaster in Cement mortar, on Brick masonry 01: Bags/m². 01: Bags/m². 01: Bags/m². 01: Bags/m². Page 15 of 146

112 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 01: Bags/m². 20 mm. thick plaster in Gauged mortar, on Brick masonry 01:01: Bags/m². 01:02: Bags/m². 20 mm. thick plaster in Cement mortar, on Stone masonry 01: Bags/m². 01: Bags/m². 01: Bags/m². 01: Bags/m². 20 mm. thick plaster in Gauged mortar, on Stone masonry 01:01: Bags/m². 01:02: Bags/m². 20 mm. thick Sand Face plaster 0.2 Bags/m². 12 mm. thick Water Proof plaster in 1:4 Cement mortar 0.15 Bags/m². Neat Cement finishing Bags/m². E. POINTING Flush, Grooved or Struck in Cement Brick masonry 01: Bags/m². 01: Bags/m². 01: Bags/m². 01: Bags/m². Flush, Grooved or Struck in Cement Random Stone masonry 01: Bags/m². 01: Bags/m². 01: Bags/m². F. FLOORING Precast Mosaic Tiles in cement mortar 0.2 Bags/m². Page 16 of 146

113 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. Precast Mosaic Tiles dado in cement mortar 0.23 Bags/m². Green and Brown Kotah Stone in flooring, skirting & dado 0.3 Bags/m². Item Ratio/ Grade Consumption Green Kotah Stone in Risers and Treads 0.3 Bags/m². Double Polished Kotah Stone 0.3 Bags/m². Rough Kotah Stone 0.3 Bags/m². Glazed Tiles 0.2 Bags/m². Spartek Tiles 0.2 Bags/m². China mosaic 0.22 Bags/m². Marble Slab 0.25 Bags/m². Granite Slab 0.25 Bags/m². Jesalmer 0.25 Bags/m². Red Mandana 0.35 Bags/m². I.P.S, 40 mm. thick 0.35 Bags/m². 50 mm. thick 0.4 Bags/m². Pinkish White Dholpur 0.15 Bags/m². Red Dholpur 0.15 Bags/m². Brick-on-edge 0.31 Bags/m². Terrazzo 0.17 Bags/m². G. STEEL WORK Fixing Windows in C.C Blocks 15 x 10 x 10 cm. in C.C 01:03: Bags/m². Fixing Holdfasts in C.C Blocks 15 x 15 x 30 cm. in C.C 01:03: Bags/100 nos. 23 x 25 x 30 cm. in C.C 01:03: Bags/100 nos. Page 17 of 146

114 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 30 x 30 x 45 cm. in C.C 01:03: Bags/100 nos. H. MISCELLANEOUS Filling Zaris with C.M. 01:03 5 Bags/100 nos. C.C 01:02: Bags/100 nos. BBCC 1:5:10 Blocks, 30 x 30 x 50 cm. for Wire fencing 5.1 Bags/100 nos. C.C Blocks for Flooring, 30 x 30 x 30 cm. 01:04:08 5 Bags/100 m². I. ROADWORK Precast Curbs of P.C.C 01:02: Bags/100 m. J. SANITARY WORK R.C.C Hume pipes jointed with Cement mortar 1:1 600 mm. dia. 6.4 Bags/100 m. 450 mm. dia. 4.8 Bags/100 m. 300 mm. dia. 2.2 Bags/100 m. 230 mm. dia. 1.8 Bags/100 m. 150 mm. dia. 1.2 Bags/100 m. 100 mm. dia. 1 Bags/100 m. SW pipes jointed with Cement mortar 1:1 300 mm. dia Bags/100 m. 230 mm. dia Bags/100 m. 150 mm. dia Bags/100 m. 100 mm. dia Bags/100 m. C.I Waste water line, concealed including filling the zari with 75 mm. dia. 8.6 Bags/100 m. Cement mortar 1:4 and joints in Cement mortar 1:1 100 mm. dia Bags/100 m. Page 18 of 146

115 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. C.I Soil pipe/rain water pipe, concealed, including filling the 100 mm. dia Bags/100 m. Item Ratio/ Grade Consumption zari with C.M. 1:4 and joints in Cement mortar 1:1 150 mm. dia Bags/100 m. Fixing European type WC 0.1 Bag/no. Fixing Orissa pan Fixing Urinal/s. 0.2 Bag/no. Fixing Wash Hand Basin 0.03 Bag/no. Fixing S.S Sink 0.05 Bag/no. Brick Masonry Chambern 300 x 300 x 610 mm. 1.7 Bag/no. Half Round Channel 100 mm Bags/100 m. Fixing 100 mm. dia. SW Gully Trap 0.5 Bag/no. K. STORM WATER DRAINAGE & CULVERTS R.C.C. pipe NP mm. dia. 1.8 Bags/100 m. 300 mm. dia. 2.4 Bags/100 m. 450 mm. dia. 5.4 Bags/100 m. 900 mm. dia. 9.8 Bags/100 m. Storm water Gully Chamber 6 Bag/no. Page 19 of 146

116 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. MATERIALS SPECIFICATIONS CIVIL WORKS N.B.: Only the related specifications pertaining to the tender are to be considered. M-1 Water: 1.1 Water shall not be salty or brackish and shall be clean, reasonably clear and free from objectionable quantities of silt and traces of oil and injurious alkalies salts, organic matter and other deleterious material which will either weaken the mortar or concrete or cause efflorescence or attack the steel in RCC container for transport, storage and handling of water shall be clean. Water shall conform to the standards specified in IS : If required by the Engineer-in-charge and Architects it shall be tested by comparison with distilled water. Comparison shall be made by means of standard cement tests for soundness, time of setting and mortar strength as specified in IS : 269. Any indication of unsounding change in time of setting by 30 minutes or more or decrease of more than 10 per cent in strength of mortar prepared with water sample when compared with the results obtained with mortar prepared with distilled water shall be sufficient cause for rejection of water under test. 1.3 Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It shall be free of elements which significantly affect the hydration reaction or otherwise interfere with the hardening of mortar or concrete during curing or those which produce objectionable stains or other unsightly deposits on concrete or mortar surfaces. 1.4 Hard and bitter water shall generally be found unsuitable for curing mortar or concrete. 1.5 Potable water shall be generally found suitable for curing mortar and concrete. Testing Standards : A. Chemical Analysis :- Sampling : Test shall be carried out only once for one particular source. Results : a) TDS mg/lit. e) Carbonic contents mg/lit. b) Sulphates mg/lit. f) Non-carbonic contents mg/lit. c) ph values - 6 to 8 d) Chlorides M-2 Lime : P.P.C mg/lit. R.C.C mg/lit. 2.1 Lime shall be hydraulic lime as per IS : 712. Necessary test shall be carried out as per IS : 6932 (Parts I to X). 2.2 The following fields tests for limes are to be carried out: (1) A very rough idea can be formed about the type of lime by its visual examination i.e. fat lime bears pure white colour, lime in form of Porous lumps of dirty white colour indicates quick lime, and solid lumps are the unburnt lime stone. Page 20 of 146

117 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. (2) Acid test for determining the carbonate contents in lime. Excessive amount of impurities and rough determination of class of lime. 2.3 Storage shall comply with IS : 712. The slaked lime, if stored, shall be kept in a weather proof and damp-proof shed with impervious floor and sides to protect it against rain, moisture, weather and extraneous materials mixing with it. All lime that has been damaged in any way shall be rejected and all rejected materials shall be removed from site of work. 2.4 Field testing shall be done according to IS : 1624 to show the acceptability of materials. M-3 Cement : 3.1 Cement shall be ordinary Portland slag cement, grade 33, as per IS : 269, grade 43, as per IS : 8112 and grade 53, as per IS : or Portland slag cement as per IS : 455. Testing Standards : A. Setting time : Sampling : (i) From a lot of 50 tones of cement, 2% of bags shall be picked out at random, from which one sample of 15 kg. shall be taken. (ii) For a lot of 50 to 100 tones - 2 samples (iii) For a lot of 100 to 200 tones - 3 samples (iv) For a lot of 100 to 200 tones - 3 samples (v) For a lot of 200 to 300 tones - 4 samples (vi) For a lot of 300 to 500 tones - 5 samples (vii) For a lot of 500 to 800 tones - 6 samples (viii)for a lot of 800 to 1300 tones - 7 samples Results : (a) Initial setting time - not less than 30 minutes (b) Final setting time - not more than 100 minutes B. Fineness test by Sieving : Sampling : Using any 5 samples, made as above, one test is carried out, using IS sieve no. 90 microns. Results : 90% or more should pass through the above mentioned IS sieve. C. Fineness test by determination of specific surface : Sampling : Using any 5 samples, made as above, one test is carried out. Page 21 of 146

118 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. Results : For O.P.C, the surface area shall be 225 cm 2 /gm. or more. For P.P.C, the surface area shall be 3000 cm 2 /gm. D. Consistency test : Sampling : Sampling shall be as in A. Results : Consistency in all samples shall be about 30%. E. Compressive strength : Sampling : Sampling shall be as in A. Results : On 2nd day, compressive strength must be 160 Kg/cm 2., for O.P.C On 7th day, compressive strength must be 220 Kg/cm 2., for O.P.C On 28th day, compressive strength must be 310 Kg/cm 2., for O.P.C F. Chemical composition (IS : 4032): Sampling : Using any 5 samples, made as above, one test is carried out. Results : a. Magnesium oxide - less than 6%. b. Sulphur as Sulphuric anhydride - less than 2.75%. c. Loss on ignition - upto 5%. The above is for ordinary Portland cement. M-3A Rapid Hardening Cement (RHC) : 3A.1 Rapid hardening cement shall be from source like Gujarat High Tech, Ambuja, Birla or equivalent as approved by the Architect and Engineer-in-charge. It shall conform to IS : Test certificates showing that the cement complies to the specifications must be submitted to the Architect. 3A.2 It shall have strength in one day equal to that of OPC in 3 days. It shall be used for products like hume pipes, tiles, sleepers, poles, prestressed and precast concrete members. It shall also be used for foundations, bridges, culverts, causeways etc. where quick construction activity is Page 22 of 146

119 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. required however, prior permission of the Architect and Engineer-in-charge shall be taken before use. 3A.3 It shall capable of giving required workability, final strength and better surface finish. M-3B Sulphate Resistant Cement (SRC) : 3B.1 Sulphate resistant cement shall be from source like Gujarat High Tech or equivalent as approved by the Architect and Engineer-in-charge. It shall conform to relevant IS code or BS & ASTM C-150 Type-II. Test certificates showing that the cement complies to the specifications must be submitted to the Architect. 3B.2 It shall be used for structures in or near sea water, where the soil conditions are aggressive, where repeated cycles of drying and wetting are occur, and also for structures which are exposed to Sulphate attack & salty weather like foundations, bridges, dams, tunnels, industrial drains, sewage pipes. 3B.3 It should possess low heat of hydration, more compressive strength at 3,7 and 28 days than OPC. It should be capable of withstanding attack of aggressive substances which damage concrete structure like Sulphates of Sodium, Magnesium, Calcium etc. It should have low coefficient of expansion. M-4 White Cement : 4.1 The white cement shall conform to IS : 8042-E M-5 Coloured Cement : 5.1 Coloured cement shall be with white or grey Portland cement mixed with pigments as specified in the item of the work. 5.2 The pigments used for coloured cement shall be of approved quality and its quantity shall not exceed 10% of the cement used in the mix. The mixture of pigment and cement shall be properly ground to have a uniform colour and shade. The pigments shall have such properties as to provide for durability for colour under exposure to sunlight and weather. 5.3 The pigment shall have the property such that it is neither affected by the cement nor detrimental to it. M-6 Sand : 6.1 Sand shall be medium/coarse natural sand, clean, well graded, hard, strong, durable and gritty. Sand particles should be free from injurious amounts of dust, clay, kankar nodules, soft or flaky particles of shale, alkali, salts, organic matter loam, mica or other deleterious substances and shall be got approved from the Engineer-in-charge and Architects. The sand shall not contain more than 8% of silt as determined by field test and 3% by laboratory test, if necessary the sand shall be washed to make it clean. All sand to be used for plaster, brickwork, concrete shall be strictly sieved by 4.75 mm seive. Testing Standards : A. Silt Content : Sampling : Page 23 of 146

120 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. Test shall be carried out for every 150 m 3 of sand. The sample taken for testing shall weigh 10 Kg. Results : Permissible content shall be 3% in laboratory test & 8 % in field Test. B. Fineness Modulus : Sampling : Sampling shall be as in A. Results : Fine sand Medium sand Coarse sand : 2.2 to 2.6 shall be used as earth filling in plinth, zari, etc. : 2.6 to 2.9 shall be sued for Brickwork and plaster. : 2.9 to 3.2 shall be used for concrete. In general, the fineness modulus of sand shall not be less than 2.5 and shall not exceed 3.0. A sand having a fineness modulus more than 3.2 will be unsuitable for making satisfactory concrete. C. The sieve analysis of sand shall be as under IS Sieve % By weight IS Sieve % By Weight Designation Passive sieve Designation passive sieve mm Micron mm Micron mm Micron M-7 Stone Dust : 7.1 This shall be obtained from crushing hard black trap or equivalent. It shall not contain more than 8% of silt as determined by field test with measuring cylinder. The method of determining silt contents by fields test is given under: 7.2 A sample of stone dust to be tested shall be placed without drying in 200 mm. measuring cylinder. The quantity of the sample shall be such that it fills the cylinder upto 100 mm. mark. Then clean water shall be added upto 150 mm. mark. The mixture shall be stirred vigorously and the contents allowed to settle for 3 hours. 7.3 The height of silt visible as settled layer above the stone dust shall be expressed as percentage of the height of the stone dust below. The stone dust containing more than 8% silt shall be washed so as to bring the content within the allowable limit. 7.4 The fineness modulus of stone dust shall not be less than Page 24 of 146

121 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-8 Stone Grit : 8.1 Grit shall consist of crushed or broken black trap stone and be hard, strong, dense, durable clean of proper gradation and free from skin or coating likely to prevent proper adhesion of mortar. Grit shall generally be cubical in shape and as far as possible flaky elongated pieces shall be avoided. It shall generally comply with the provisions of IS : 383 Unless special stone of particular quarries is mentioned, grit shall be obtained from the best black trap or equivalent hard stone as approved by the Engineer-in-charge and Architects. The grit shall have no deleterious reaction with cement. 8.2 The grit shall conform to the following gradation as per sieve analysis: IS Sieve % passing IS Sieve % Passing Designation Through sieve Designation Through sieve mm. 100% 4.75 mm. 0-20% mm % 2.36 mm. 0-5% The crushing strength of grit will be such so as to allow the concrete in which it is used to build up the specified strength of concrete. 8.4 The necessary tests for grit shall be carried out as per the requirements of IS : 2386 (parts I to VIII), as per instructions of the Engineer-in-charge and Architect. The necessity of test will be decided by the Engineer-in-charge and Architect. M-9 Cinder : 9.1 Cinder is well burnt furnace residue which has been fused or centered into lumps of varying sizes. 9.2 Cinder aggregates shall be well burnt furnace residue obtained from furnace using coal fuel only. It shall be sound clean and free from clay, dirt ash or other deleterious matter. 9.3 The average grading for cinder aggregates shall be as mentioned below: IS Sieve Designation % Passing IS Designation % Passing mm mm mm mm Page 25 of 146

122 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-10 Lime mortar : 10.1 Lime shall conform to M-2. Water shall conform to M-1. Sand shall conform to specification M Proportion of mix: Mortar shall consist of such proportions of slaked lime and sand as may be specified in item. The slaked lime and sand shall be measured by volume Proportion of mortar: Lime mortar shall be prepared by wet process as per IS : Power driven mill shall be used for preparation of lime mortar. The slaked lime shall be placed in the mill in an even layer and ground for 180 revolutions with a sufficient water. Water shall be added as required during grinding (care being taken not to add more water) that will bring the mixed material to a consistency of stiff paste. Thoroughly wetted sand shall then be added evenly and the mixture ground for another 180 revolutions Storage: Mortar shall always be kept damp, protected from sun and rain till used up, covering it by tarpaulin or open sheds Use : All mortar shall be used as soon as possible after grinding. It should be used on the day on which it prepared. But in no case, mortar made earlier than 36 hours shall be permitted for use. M-11 Cement Mortar : 11.1 Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M Proportion of Mix: Cement and sand shall be mixed to specified proportion, sand being measured by measuring boxes. The proportion of cement will be by volume on the basis of 50Kg/Bag of cement being equal to m 3. The mortar may be hand mixed or machine mixed as directed Proportion of Mortar : In hand mixed mortar. cement and sand in the specified proportions shall be thoroughly mixed dry on a clean impervious platform by turning over atleast 3 times or more till a homogeneous mixture of uniform colour is obtained. Mixing platform shall be so arranged that no deleterious extraneous material shall get mixed with mortar or mortar shall flow out. While mixing, the water shall be gradually added and thoroughly mixed to form a stiff plastic mass of uniform colour so that each particle of sand shall be completely covered with a film of wet cement. The water cement ratio shall be adopted as directed The mortar so prepared shall be used within 30 minutes of adding water. Only such quantity of mortar shall be prepared as can be used within 30 minutes. M-12 Stone Coarse Aggregate For Nominal Mix Concrete : 12.1 Coarse aggregate shall be of machine crushed stone of black trap and be hard, strong, dense, durable, clean and free from skin and coating likely to proper adhesion of mortar. Page 26 of 146

123 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The aggregate shall generally be cubical/round in shape. Unless special stones of particular quarries are mentioned aggregates shall be machine crushed from the black trap or equivalent black hard stone as approved. Aggregate shall have no deleterious reaction with cement. The size of the coarse aggregate for plain cement concrete and ordinary reinforced cement concrete shall generally be as per the table given below. However, in case of reinforced cement concrete, the maximum limit may be restricted to 6 mm. less than the minimum lateral clear distance between bars or 6 mm. less the cover, whichever is smaller. T AB L E IS Sieve % passing for single size IS Sieve % passing for single size Designation aggregates of Nominal Size Designation aggregates of Nominal size 40 mm 20 mm 16 mm 40 mm 20 mm 16mm mm mm mm mm mm mm mm mm mm Note : This percentage may be varied some what by the Engineer-in-charge when considered necessary for obtaining better destiny and strength of concrete The grading test shall be taken in the beginning and at the change of source of materials. The necessary tests indicated in IS : 383 and IS : 456 shall have to be carried out to ensure the acceptability. The aggregate shall be stored separately and handled in such a manner as to prevent the intermixing of different aggregates. If the aggregates are covered with dust they shall be washed with water to make them clean. Testing Standards : A. Flakiness Index : Sampling : For every 200 m 3. of aggregates, one test shall be carried out. Results : The Flakiness index is taken as the total weight of the aggregates passing through the various thickness gauges, expressed as a percentage of the total weight of the sample taken. Permissible is not more than 35% for aggregates used in concrete for wearing surfaces. Page 27 of 146

124 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. B. Impact value : Sampling : For every 100 m 3. of aggregates, one test shall be carried out. Results : The impact value shall not be more than 45% by weight for aggregates used for concrete other than wearing surfaces. For aggregates used for concrete to be used as wearing surface, the impact value shall not be more than 30%, by weight. C. Abrasion Value : Sampling : Sampling shall be as in B. Results : The percentage of wear shall not be more than 35%. M-13 Black Trap or Equivalent Hard Stone Coarse Aggregates for Design Mix Concrete : 13.1 Aggregate for Design Mix Concrete : Coarse aggregate shall be machine crushed stone of black trap or equivalent hard stone and hard, strong, dense, durable, clean and free from skin and coating likely to prevent proper adhesion of mortar The aggregates shall generally be cubical in shape. Unless special stones of particular quarried are mentioned, aggregates shall be machine crushed from the best black trap or equivalent hard stones as approved. Aggregates shall have no deleterious reaction with cement The necessary tests indicated in IS : 383 and IS : 456 shall have to be carried out to ensure the acceptability of the material If the aggregates are covered with dust, they shall be washed with water to make them clean. M-14 Brick Bats Aggregates : 14.1 Brick bat aggregate shall be broken from well burnt or slightly over burnt and dense bricks. It shall be homogeneous in texture, roughly cubical in shape, clean and free from dirt or any other foreign material. The brick bats shall be less than 40 mm. size, unless otherwise specified in the item. The under-burnt or over-burnt brick bats and brick dust shall not be allowed The brick bats shall be hand measured by suitable boxes or as directed. M-15 Bricks : 15.1 The bricks shall be of first quality hand or machine moulded and made from suitable soils and kiln burnt. They shall be free from cracks, flaws and modules of free lime. They shall have smooth rectangular faces with sharp corners and shall be of uniform In colour. The bricks shall be moulded with a frog of size 100 mm. x 40 mm., and 10 mm. to 20 mm. deep on one of its flat sides. The bricks shall not break when thrown on the ground from a height of 1 m The size of modular bricks shall be 190 mm. x 90 mm. x 90 mm. Page 28 of 146

125 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The size of the conventional bricks shall be (9"x4.5" x 3") 230 mm. x 110 mm. x 76.5 mm Only bricks of one standard size shall be used on a particular work site. The following tolerances shall be permitted in the conventional size adopted in a particular work site. Length : + 1/8"(3.0 mm.). Width : + 1/6" (1.50 mm.). Height : + 1/6"(1.50 mm.) The crushing strength of the bricks shall not be less than 50 Kg./cm 2,. No unburned/over burnt bricks shall be used for any structure. The bricks should have dimensional stability as per IS standards. The average water absorption shall not be more than 20% by weight. Necessary tests for crushing strength and water absorption etc. shall be carried out as per IS : 3495 (Part I to IV). Testing Standards : A. Efflorescence : Sampling : Test of 20 bricks is carried out from a stock of 20,000 bricks. Results : Moderate. B. Water Absorption : Sampling : Test of 32 bricks is carried out from a stock of 35,000 bricks. Results : Absorption shall not be more than 20%. C. Compressive Strength : Sampling : Test of 50 bricks is carried out from a stock of 1,00,000 ( 1 Lac) bricks. Results : On average the compressive strength shall not be less than 50 Kg/cm 2. And every result shall not be less than 20% of the IS standards. M-15A First Class Bricks for Exposed brickwork : 15A.1 First class bricks are those which strictly conform to the standard size of modular bricks, i.e. 19 cm. x 19 cm. x 9 cm. actual size, such that ten layers of brick laid in mortar shall form masonry of 1 m. height. Conventional bricks should have quality standard as per modular brick except size. 15A.2 These bricks are manufactured from good quality plastic earth, which is free from saline deposits. They are of good uniform colour. They are well burnt, giving a hard ringing sound when two bricks are struck together. Page 29 of 146

126 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 15A.3 They should have straight edges and even surfaces. They are free from cracks, chips, flaws and modules of lime. 15A.4 When immersed in water for an hour, they do not absorb water more than 1/6th of their weight. On drying, these bricks do not show any sign of efflorescence. M-15A First Class Bricks for Exposed brickwork : 15A.1 First class bricks are those which strictly conform to the standard size of modular bricks, i.e. 19 cm. x 19 cm. x 9 cm. actual size, such that ten layers of brick laid in mortar shall form masonry of 1 m. height. Conventional bricks should have quality standard as per modular brick except size. 15A.2 These bricks are manufactured from good quality plastic earth, which is free from saline deposits. They are of good uniform colour. They are well burnt, giving a hard ringing sound when two bricks are struck together. 15A.3 They should have straight edges and even surfaces. They are free from cracks, chips, flaws and modules of lime. 15A.4 When immersed in water for an hour, they do not absorb water more than 1/6th of their weight. On drying, these bricks do not show any sign of efflorescence. M-15B Calcium Silicate Bricks : 15B.1 The bricks shall be machine moulded and made from good quality and clean silicious sand, lime and flyash (maximum content upto 30% in raw material composition). They shall be free from cracks, flaws, clay, free lime. They shall have smooth rectangular faces with sharp corners and shall be uniform in size, colour and shape. 15B.2 The size of bricks shall be 228 mm. x 110 mm.x 72 mm. or as approved by the Architect. The compressive strength of bricks shall be minimum 150 kg/m 2. and the bricks shall have very high strength to weight ratio. The bricks shall have very good resistant capacity to atmospheric conditions, optimum building properties in relation to heat insulation, sound insulation, absorption of water and fire protection. 15B.3 Calcium silicate products shall conform to the appropriate IS standards and there shall be no change required in civil application techniques while using such products in the place of traditional clay bricks. M-16 Stone : 16.1 The stone shall be of specified variety such as Granite/Trap Stone/Quartz or any other type of good hard stones. The stones shall be obtained only from the approved quarry and shall be hard, sound, durable and free from defects like cavities, cracks, sand holes, flaws, injurious veins, patches of loose or soft materials etc. and weathered portions and other structural defects or imperfections tending to affect their soundness and strength. The stone with round surface shall not be used. The percentage of water absorption shall not be more than 5% of dry weight, when tested in accordance with IS : The minimum crushing strength of the stone shall be 200 Kg/cm 2. unless otherwise specified The samples of the stone to be used shall be got approved before the work is started. Page 30 of 146

127 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The Khanki facing stone shall be dressed by chisel as specified in the item for Khanki facing in required shape and size. The face of stone shall be so dressed that the bushing on the exposed face shall not project by more than 40 mm. from the general wall surface and on face to be plastered it shall not project by more than 19 mm. nor shall it have depressions more than 10 mm. from the average wall surface. M-17 Laterite Stone : 17.1 Laterite stone shall be obtained from the approved quarry. It shall be uniform in texture, sound, durable and free from soft patches. It shall have a minimum crushing strength of 100 Kg./cm 2. in its dry condition. It shall not absorb water more than 20% of its own weight, when immersed for 24 hours in water. After quarrying, the stone shall be allowed to weather for some time before using in work The stone shall be dressed into regular rectangular blocks so that all faces are free from waviness and unevenness, edges true and square Those type of stones in which white clay occurs should not be used Special corner stone shall be provided where so directed. M-18 Mild Steel Bars : 18.1 Mild steel bars reinforcement for RCC work shall conform to IS : 432 (Part-II) and shall be of tested quality. It shall also comply with relevant part of IS : All the reinforcement shall be clean and free from dirt, paint, grease, mill scale or loose or thick rust, at the time of placing For the purpose of payment, the bar shall be measured correct upto 10 mm. length and weight payable worked out at the rate specified below : 1. 6 mm Kg/m mm Kg/m mm Kg/m mm Kg/m mm Kg/m mm Kg/m mm Kg/m mm Kg/m mm Kg/m mm 6.31 Kg/m mm Kg/m mm Kg/m mm Kg/m mm 9.86 Kg/m Procurement of Steel should be from authorised/approved rolling mills and test certificates should be submitted with each lot. Testing standards : Sampling : For every 40 tonnes of steel, atleast one test shall be done. Results : Page 31 of 146

128 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Thickness Ultimate Tensile strength Chilled state % Elongation mm. 42 Kg/cm Kg/cm mm. 42 Kg/cm Kg/cm mm. & more 42 Kg/cm Kg/cm M-19 A High Yield Strength Steel Deforms Bars : 19.A.1 High yield strength steel deformed bars be either cold twisted or hot rolled shall conform to IS : 1739 and IS : 1139 respectively. 19.A.2 Other provision and requirements shall conform to M-18 for Mild steel bars. M-19 B Thermo-mechanically Treated Bars (TMT) 19.B.1 TMT bars shall conform to IS: B.1 Procurement of Steel should be from authorized dealer and test certificates should be submitted with each lot. M-19 C Corrosion Resisting Steel (CRS) 19.C.1 CRS bars shall conform to IS: C.1 Procurement of Steel should be from authorized dealer and test certificates should be submitted with each lot. M-20 High Tensile Steel Wire : 20.1 The high tensile wires for the use in prestressed concrete work shall conform to IS : The tensile strength of the high tensile steel bars shall be as specified in the item. In absence of the given strength, the minimum strength shall be taken as per para 6.1 of IS : Testing shall be done as per IS requirements The high tensile steel shall be free from loose mill scale, rust oil, grease, or any other harmful matter. Cleaning of steel bars may be carried out by immersion in solvent solution, wire brushing or passing through a pressure box containing carborundum The high tensile wire shall be obtained from manufactures in coil having diameter not less than 350 time the diameter of wire itself, so that wire springs back straight on being uncoiled. Page 32 of 146

129 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. Testing standards : Sampling : For every 40 tonnes of steel, atleast one test shall be done. Results : Thickness Ultimate Tensile strength Chilled state % Elongation For all sizes 49.5 Kg/cm Kg/cm M-21 Mild Steel Binding Wire : 21.1 The mild steel wire shall be of 1.63 mm. or 1.22 mm. (16 or 18 gauge) diameter and shall conform to IS : The use of black wire will be permitted for binding reinforcements bars. It shall be free from rust, oil paint, grease, loose mill scale or any other undesirable coating which may prevent adhesion of cement mortar. M-22 Structural Steel : 22.1 All structural steel shall conform to IS : 226. The steel shall be well and cleanly rolled to the dimensions and weight specified by the IS, subject to the permissible tolerances as per IS : The finished materials shall be reasonably free from cracks, surface flaws, laminations, rough and imperfect edges and all other harmful defects mentioned in IS : 229 and shall have a smooth finish. The material shall be free from loose mill scale, rust pits or other defects affecting the strength and durability. River bars shall conform to IS : The decision of the Engineer-in-charge regarding rejecting any steel section on account of any of the above defects shall be final and binding to the Contractor Structural steel shall conform to the following requirements. The mechanical and chemical properties shall be as below : MECHANICAL COMPOSITION OF STEEL Steel Class of NominalTensile Yield stress % designation steel thickness strength min. Kgf/mm 2 elongation product in mm. in Kgf/mm Page 33 of 146

130 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. ST-42 W & Plates, Below 6 mm. Bend test only shall be required. ST-42 S flats, bars. upto 20 & 42 to Vc Over 20 upto 42 to Vc 40 Below 10 Bend test only shall be required 10 upto 20 & Vc 42 to Over to ST-42 O Plates, Below 6 Bend test only shall be sections, required. flats,over 6 42 to Below 10 Bend test only shall be required 10 & above 42 to CHEMICAL COMPOSITION OF STEEL Steel designation Maximum percentage Carbon Sulphur Phosphorous ST-42 W ST-42 S 0.25/ ST-42 O Page 34 of 146

131 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The following variety of steel shall be used for structural purposes : ST-42 S : It shall be used for all types of structure (riveted or bolted), including those subjected to dynamic loading and where fatigue, wide fluctuations of stresses, reversal of stresses and great restraint are involved. It shall be suitable for welded structures, provided that the thickness of the material does not exceed 20 mm When the steel is supplied by the Contractor, test certificate of the manufacture shall be obtained according to IS : 226 and other relevant Indian Standards. M-23 Galvanised Iron Sheets : 23.1 The galvanised iron sheets shall be from Tata or equivalent of approved zinc coating class, as approved by the Architect and Engineer-in-charge. It shall be plain or corrugated, of gauge as specified in item. The GI sheets shall conform to IS : 277. The sheets shall be undamaged in carriage and handling either by rubbing off of zinc coating or otherwise, they shall have clean and bright surface and shall be free from dents, holes, rust or white powdery deposit The width of GI sheet shall be as directed, as per site condition. M-23.A GI Valleys gutter ridges : 23.A.1 23.A.2 The GI ridge and hips shall be of plain galvanised sheets, class-3, of the thickness, as specified in item. These shall be 600 mm. in width and properly bent up to the shape without damage to the sheets, in process of bending. Valleys, gutters and flashing shall also be of galvanised sheet, of thickness, as specified in item. Valleys shall be 900 mm. wide overall and flashing shall be 380 mm. wide overall. They shall be bent to the required shape without damage to the sheet in the process of bending. M-24 Asbestos Cement Sheets : 24.1 Asbestos cement sheets plain, corrugated or semi corrugated and curved shall be from Everest or equivalent, as approved by the Architect or Engineer-in-charge. It shall conform to IS : 459. The thickness of the sheet shall be as specified in the item. The sheet shall be free from all defects such as cracks, holes, deformation, chipped edge or otherwise damaged It shall manufactured by reinforcing Asbestos in cement, in such a manner that every fibre is covered with fine particles of cement to ensure maximum strength. It shall be alkali resistance and anti corrosive. It should not break during transportation, handling, laying etc. and should be non- destructible, non-inflammable and non-organic. It shall have high tensile strength and high slenderness ratio The minimum nominal thickness of sheets shall be 6 mm., having covering efficiency of about 90% and weight 1518 kg/cm 2. The sheet shall be free from all defects such as cracks, holes, deformation, chipped edge or otherwise damaged. The permissible bending stress shall be 130 kg/cm The accessories shall be same thickness that of AC sheets. They shall be suitable for all the types of sheets and locations. They also shall be from approved manufacturer and shall be free from any defects. The fixing of AC sheets and accessories shall conform to IS : 730. Page 35 of 146

132 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Ridges & Hips : Ridges and hips shall be of same thickness as that of AC sheets. The different types of ridges shall be suitable for its corresponding type of sheets and locations Other accessories to be used in roof such as flashing piece, caves, filler pieces, valley gutters, north light and ventilator curves, barge boards etc. shall be from standard manufacture and shall be suitable for the different types of sheets and location. M-25 Mangalore Pattern Roof Tiles : 25.1 The mangalore pattern tiles shall conform to IS : 654 for Class AA or Class A type, as specified in the item. Samples of the tiles to be provided shall be got approved from the Engineer-incharge and Architect. Necessary tests shall be carried out as directed. M-26 Shuttering : M-26A Timber/Wooden planking : 26A.1 The shuttering shall be either of wooden planking of 30 mm. minimum thickness with or without steel lining or steel plates stiffened by steel angles. The shuttering shall be supported on battens and beams and props of vertical ballies properly cross braced together, so as to make the centering rigid. In place of ballie props, brick pillar of adequate section built in mud mortar may be used. 26A.2 The form work shall be sufficiently strong and shall have camber, so that it assumes correct shape after deposition of the concrete and shall be able to resist forces caused by vibration, live load of men working over it and other incidental loads associated with it. The shuttering shall have smooth and even surface and its joints shall not permit leakage of cement grout. 26A.3 If at any stage of work, during or after placing concrete in the structure, the form work sags or bulges out beyond the required shape of the structure, the concrete shall be removed and work redone with fresh concrete and adequately rigid form work. The complete form work shall be got inspected by and got approved from the Engineer-in-charge and Architect, before the reinforcement bars are placed in position. 26A.4 The props shall consist of ballies having 100 mm. minimum diameter, measured at mid length and 80 mm. at thin end and shall be placed as per design requirement. These shall rest squarely on wooden sole plate 40 mm. thick and minimum bearing area of 0.10 m 2. laid on sufficiently hard base. 26A.5 Double wedges shall further be provided between the sole plate and the wooden props so as to facilitate tightening and easing of shuttering without jerking the concrete. 26A.6 The timber used in shuttering shall not be so dry as to absorb water from concrete and swell or bulge nor so green or wet as to shrink after erection. The timber shall be properly sawn and planned on the sides and surface coming in contact with concrete. Wooden form work with metal sheet lining or steel plates stiffened by steel angles shall be permitted. 26A.7 As far as possible, clamps shall be used to hold the forms together and use of nails and spikes shall be avoided. Page 36 of 146

133 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 26A.8 The surface of timber shuttering that would come on contact with concrete shall be well wetted and coated with soap solution before the concreting is done. Alternatively coat of raw linseed oil or oil of approved manufacture may be applied in place of soap solution. In case of steel shuttering, either soap solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Under no circumstances, black or burnt oil shall be permitted. 26A.9 The shuttering for beams and slabs shall have camber of 4 mm. per meter (1 in 250) or as directed by Engineer-in-charge and Architect, so as to offset the subsequent deflection. For cantilevers, the camber at free end shall be 1/50 of the project length or as directed by the Engineer-in-charge and Architect. M-26B Concrete Shuttering Plywood : 26B.1 It shall be made from strong and selected hard-woods. It shall be bonded with high quality Phenol Formaldehyde synthetic resin adhesive, hot pressed and then shall be further treated with a permanent type of preservative by vacuum-cum-pressure impregnation. 26B.2 Due to the bonding with Phenol Formaldehyde, it shall be moisture and weather proof. The use of selected hard-woods render hard and wear-resistant faces and thereby it shall be reusable several times. It shall be highly resistant to rot, termites and other wood inhabiting insects. Due to complete penetration of the preservative, it shall be exceedingly durable. 26B.3 It shall have high impact strength and therefore shall be used successfully in place of timber planks and steel sheets. It shall protect the concrete from rapid temperature changes and shall provide optimum conditions for setting of the concrete. As it shall possess remarkable design flexibility, it shall be ideal for curved formwork. 26B.4 Besides it shall be used as centering, shuttering and formwork of concrete columns, beams, slabs, walls, tanks, bridges, fly-overs, silos etc. It shall also be used for structural applications like external walling, roofing, flooring, curtain walls, work-site offices, in cabins of trucks, rail coaches etc. M-26C Steel Sheeting and Steel Plates : 26C.1 Steel sheeting and steel plates should be free from clinks, twists, offsets, warps, etc. Their surface should be neat, clean and smooth. Before placing concrete, steel forms shall be thoroughly cleaned off of all rust, dust and loose materials. Colourless oil or grease of approved quality shall be applied before placing steel. 26C.2 The size of angles used for framing and bracing of steel plates should be sufficient to withstand the weight of concrete without forming clinks, twists, offsets, warps, etc. in the steel plates. Also, the gauge of steel sheeting used should not be higher than 14 G. 26C.3 Minimum two bracing angles should be provided along with angle framing while making the steel plates. It should be riveted or welded to suit the requirement of finish concrete surface. Minimum two rivets should be provided at all Four Corners and at junction of angle framing and bracing. 26C.4 If the plates are to be welded, steel sheet and angle framing/bracing should be welded from sides and at back. Welding on sides should be buffed to make the sides smooth. Also, intermittent welding should be done to keep steel sheet and angle framing/bracing in one plane. Page 37 of 146

134 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-27 Expansion Joints-Premoulded Filler : 27.1 The item provides for expansion joints in RCC frame structure, for internal joints as well as exposed joints, with the use of premoulded bituminous joint filler Premoulded bituminous joint filler, i.e. preformed strip of expansion joint filler shall not get deformed or broken by twisting, bending or other handling pressures, when exposed to atmospheric condition. Pieces of joint filler that have been damaged shall be rejected Thickness of the pre-moulded joint filler shall be 25 mm., unless otherwise specified Premoulded bituminous joint filler shall conform to BE : M-28 Expansion Joints-Copper Strips & Hold fasts : 28.1 The item provided for expansion joints in RCC frame structure, for internal joint as well as for exposed joints, with the use of necessary copper strip and holdfasts Copper sheet shall be 1.25 mm. thick and 1.25 mm. wide and shall be of `U' shape, in the middle. Copper strip shall have holdfast of 3 mm. diameter copper rod, fixed to the plate, soldered on the strip at intervals of about 30 cm. or as shown in the drawing or as directed. The width of each flange (horizontal side) of the copper plate, to be embedded in concrete work shall be 25 mm. Depth of `U' to be provided in the expansion joint, in copper plate shall of 25 mm. M-30 Wooden Flush Door Shutters (Solid Core) : 30.1 The solid core type (water proof/ Commercial) flush door shutters shall be of decorative face or non-decorative face type, as specified in the drawing. The size and thickness of the shutter shall be as specified in drawings or as directed. The timber species for core shall be used as per IS: 2202-(Part-I). The timber shall be free from decay and insect attack. Knots and knot holes less than half the width of cross-section of the members in which they occur, may be permitted. Pitch pockets, pitch streaks and harmless pin holes shall be permissible except in the exposed edges of the core members. The commercial plywood, cross-bands shall conform to IS : 303. And waterproof plywood shall confirm to IS The solid core shall be of wood laminate, prepared from battens of well seasoned and treated good quality wood, having straight grains. The battens shall be of uniform size of about 2.5 cm. width. These shall be properly glued and machine pressed together, with grains of each piece reversed from that of the adjoining one. The longitudinal joints of the battens shall be staggered and no piece shall be less than 50 cm. in length. Edges of the core shall be lipped internally with 1st class teak wood battens of 4 cm.(1-1/2") minimum width, glued and machine pressed along with the core The core surface shall then have two or three veneers firmly glued on each face. The first veneer (called cross hand) shall be laid with its grains at right angles to those of the core and the second and the third veneers with their grains parallel to those of the core The face panel of the shutters shall be formed by gluing, by the hot press process on both faces of the core with either plywood or cross-bands and face veneers. The lipping, reveting, opening of glazing, venation etc. shall be provided if specified in the drawing All edges of the door shutters shall be square. The shutters shall be free from twist or warp in its plane. Both faces of the shutters shall be sand papered to make smooth even texture. Page 38 of 146

135 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The shutters shall be tested for - (1) End immersion test : The test shall be carried out as per IS : 2202 (part-i). There shall be no delamination at the end of the test. (2) Knife test : The face panel when tested in accordance with IS : 1659 shall pass the test. (3) Glue Adhesion test : The flush door shall be tested for glue adhesive test in accordance with IS :2202 (Part-I). The shutters shall be considered to have passed the test if no delamination occurs in the glue lines in the plywood and if no single delamination more than 80 mm. in length & more than 3 mm. in depth has occurred in the assembly glue lines between the plywood face and the style and rail. Delamination at the corner shall be measured continuously around the corner. Delamination at the knots, knot holes and other permissible wood defects shall not be considered in assessing the sample The tolerance in size of solid core type flush door shall be as under : In Normal thickness +1.2 mm. In Normal height +3 mm The thickness of the shutters shall be uniform throughout, with a permissible variation of not more than 0.8 mm. when measured at any two points, M-31 Aluminium Doors, Windows, Ventilators : 31.1 Aluminium alloy used in the manufacture of extruded window sections shall conform to IS designation HEA-WP of IS : 733 and also to IS designation WVG-WP of IS : The section shall be as specified in the drawing and design. The fabrication shall be done as directed The hinges shall be cast or extruded Aluminium hinge of same type as in window but of larger size The hinges shall normally be of 50 mm., openable/projecting type. Non-projecting type of hinges may also be used, if directed. The handles of the door shall be of specified design. A suitable locks for the door, operable either from outside or inside shall be provided. In double shutter door, the first closing shutter shall have concealed aluminium alloy tower bolt at top and bottom. M-32 Rolling Shutters: 32.1 The rolling shutters shall conform to IS: Rolling shutters shall be supplied of specified type, with accessories. The size of the rolling shutters shall be as specified in the drawings. The shutters shall be constructed with interlocking lath sections formed from cold rolled steel strips not less than 0.9 mm.. thick and 80 mm. wide, for shutters upto 3.5 m. width and not less than 1.25 mm. thick and 80 mm. wide, for shutters 3.5 m. in width and above, unless otherwise specified Guide channels shall be of mild steel, deep channel section and roll pressed or built-up (fabricated), with jointless construction. The thickness of the sheet used shall not be less than 3.15 mm Hood covers shall be made of MS sheets, not less than 0.90 mm. thick. For shutters having width of 3.5 m. and above, the thickness of MS sheet for the hood cover shall be not less than 1.25 mm The spring shall be of best quality and shall be manufactured from tested high tensile spring steel wire or strip of adequate strength to balance the shutters in all positions. The spring pipe Page 39 of 146

136 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. shaft etc. shall be supported on strong MS or malleable CI brackets. The brackets shall be fixed on or under the lintel as specified with rawlplugs and screws bolts, etc The rolling shutters shall be of self rolling upto 8 m 2. clear area, without ball bearing and upto 12 m 2. clear area, with ball bearing. If the rolling shutters are of large area, then gear operated type shutters shall be used The locking arrangement shall be provided at the bottom of shutter at both ends. The shutters shall be opened from outside The shutters shall be completed with door suspension shafts, locking arrangements, pulling hooks, handles and other accessories. M-33 Collapsible Steel Gate : 33.1 The collapsible steel gate shall be in one or two leaves and size as per approved drawings or as specified. The gate shall be fabricated from best quality mild steel channels, flats etc. and either steel pulleys or ball bearings shall be provided in every double channel, unless otherwise specified. The particulars of collapsible gate shall be as under: (a) Pickets: These shall be of 20 mm. MS channels of heavy section, unless otherwise shown on drawings. The distance, center to center of pickets shall be 12 cm. with an opening of 10 cm. (b) Pivoted MS flats shall be 20 mm. x 6 mm. (c) Top and bottom guides shall be from tee or flat iron of approved size. (d) The fittings like stoppers, fixing hold fasts, locking cleats, brass handles and cast iron rollers shall be of approved design and size. M-34 Welded Steel Wire Fabric : 34.1 Welded steel wire fabric for general purpose shall be manufactured from cold drawn steel wire "as drawn" or galvanised steel conforming to IS : 226 with longitudinal and transverse wire securely connected at every intersection by a process of electrical resistance welding and conforming to IS : It shall be fabricated and finished in workmanlike manner and shall be free from injurious defects and shall be dust proof. The type of mesh shall be oblong or square, as directed. The mesh sizes and sizes of wire for square as well as oblong, welded steel wire fabric shall be as directed. The steel wire fabric in panels shall be in one whole piece, in each panel, as far as stock sizes permit. M-35 Expanded Metal Sheets: 35.1 The expanded metal sheets shall be free from flaws, joints, broken strands, laminations and other harmful surface defects. Expanded metal steel sheet shall conform to IS : 412 except that blank sheets need not be with guaranteed mechanical properties. The size of the diamond mesh of expanded metal and dimensions of strands (width and thickness) shall be as specified. The tolerance on nominal weight of expanded metal sheets shall be of + 10% Expanded metal in panels shall be in one whole piece, in each panel, as far as stock sizes permit. The expanded metal sheets shall be coated with suitable protective coating to prevent corrosion. Page 40 of 146

137 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-36 Mild Steel Wire (Wire Gauze Jali) : 36.1 Mild steel wire may be galvanised, as indicated. All finished steel wire shall be well sawn to the dimensions, and the size of the wire shall be as specified in item. The wire shall be sound, free from splits, surface flaw, rough, jagged and imperfect edges and other harmful surface defects and shall conform to IS : 280. M-37 Plywood: 37.1 The plywood for general purpose shall conform IS : 303. Plywood is made by cementing together thin boards or sheets of wood into panels. There are always an odd number of layers, 3,5,7,9 ply etc. The plies are placed so that grain of each layer is at right angles to the grain in the adjacent layer The chief advantages of plywood over a single board of the same thickness is that, plywood offers more uniform strength, along its length and width and also offers greater resistance to cracking and splitting with change in moisture content Usually synthetic resins are used for gluing, phenolic resins are usually cured in a hot press which compresses and simultaneously heats the plies between hot plates, which maintain a temperature of 90 0 C to C and a pressure of 11 to 14 Kg/cm 2., on the wood. The time of heating may be anything from 2 to 60 minutes depending upon the thickness When water glues are used the wood absorbs so much water that the finished plywood must be dried carefully. When synthetic resins are used as adhesive, the finished plywood must be exposed to an atmosphere of controlled humidity until the proper amount of moisture has been absorbed According to IS: 303, the plywood for general purpose shall be of the grades namely BWR, WWR and CWR, depending upon the adhesives used for bonding the veneers, and it will be further classified into six types namely AA, AB, AC, BB, BC and CC based on the quality of the two faces, each face being of three kinds namely, A,B and C. After pressing, the finished plywood should be reconditioned to a moisture content not less than 8% and not more than 16% Thickness of plywood boards: Board Thickness Board Thickness Board Thickness Board Thickness ply 3 mm. 5 ply 5 mm. 7 ply 9 mm. 9 ply 16 mm. 4 mm. 6 mm. 13 mm. 19 mm. 5 mm. 8 mm. 16 mm. 11 ply 19 mm. 6 mm. 9 mm. 9 ply 13 mm. 22 mm. 25 mm Page 41 of 146

138 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. Types of plywood: M-37A Water Proof (Weather Proof) Plywood: 37A.1 The plywood shall be from Kitply, Wonder Wood, Anchor Board or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to IS : 710 and to the relevant Defence and Navy specifications. 37A.2 Plywood shall be made from veneers of hard wood timbers and bonded with high quality BWP type Phenol Formaldehyde Synthetic Resin Adhesive and hot pressed at high temperature and pressure, and further treated with a fixed type of preservative by vacuum-cum-pressure impregnation, to produce thin boards or sheets of wood panels. There are always an odd number of layers. The plies shall be placed, so that, grain of each layer is at right angles to the grain in the adjacent layer. 37A.3 Plywood shall be waterproof, weather proof, boilproof, and highly durable even against strenuous vulnerable uses. It shall resist the attack of termites, cockroaches, wood burrowers, fungus, mould, rot, decay and other wood destroying insects and marine organisms. 37A.4 The tensile strength of the plywood shall be minimum 600 kg/cm 2. and bending strength above 400 kg/cm 2. The swelling of plywood in water should be almost negligible. Specific gravity of plywood should be 0.7 to 0.75, having screw and nail holding strength normal to face, atleast 250 kg. and 60 kg., respectively. 37A.5 The moisture content shall be less than 10% and the plywood shall have high fire resistance and shall be free from any cracks, wraps, split etc., and shall have uniform strength all over the panel surface. It shall be used for marine structures, leather tanning tables, wall panelling, and underlayment for kitchen and other furniture, subjected to heat and moisture. M-37B Commercial Ply: 37B.1 The plywood shall be from Mafatlal Plywood Industries Ltd. or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to IS B.2 Plywood shall be made from hard wood timbers, finished with selected species of timber, suitable for veneers and bonded with strictly controlled and evenly spread adhesives. 37B.3 It shall be smooth and strong and shall be free from warping, cupping and twisting. M-38 Glass: 38.1 All glass shall be of the best quality, free from specks, bubbles, smokes, veins, air holes, blisters, and other defects. The kind of glass to be used shall be as mentioned in the item or specification or in the special provisions or as shown in detailed drawings. Thickness of the glass panels shall be uniform. The specifications for different kinds of glass shall be as under: 38.2 Sheet Glass : In absence of any specified thickness or weight in the item or detailed specifications of the item of work, sheet glass shall be weighing 7.5 Kg/m 2. for panes upto 600 mm. x 600 mm For panes larger than 600 mm. x 600 mm and upto 800 mm. x 800 mm., the glass weighing not less than 8.75 Kg/m 2. shall be used. For bigger panes upto 900 mm. x 900 mm., glass weighing not less than Kg/m 2. shall be used. Page 42 of 146

139 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Sheet glass shall be patent flattened glass of best quality and for glazing and framing purposes shall conform to IS : Sheet glass of the specified colours shall be used, if so shown on the detailed drawings or so specified for important buildings and for panes with any dimensions over 900 mm., plate glass of specified thickness shall be used Plate Glass : When plate glass is specified, it shall be `Polished patent plate glass' of best quality. It shall have both the surface ground flat and parallel and polished to obtain clear undisturbed vision and reflection. The plate glass shall be of thickness mentioned in the item or as shown in the detailed drawing or as specified. In absence of any specified thickness, the thickness of plate glass to be supplied shall be 6 mm. and a tolerance of 0.20 mm. shall be admissible Obscured Glass : This type of glass transmits light so that vision is partially or almost completely obscured. Glass shall be plain rolled, figure, ribbed or fluted, or frosted, as may be specified or as required. The thickness and type of glass shall be as per details on drawings or as specified or as directed Wired Glass : Glass shall be with wire netting embedded in a sheet of plate glass. Electrically welded 13 mm. Georgian square mesh shall be used. Thickness of glass shall not be less than 6 mm. Wired glass shall be of the type and thickness as specified Double Glazed units : Double glazed unit shall comprise of two glasses, of appropriate thickness and absolutely machine-cleaned on both sides, with an air gap of 12 mm.in-between. The space between the two glasses is kept totally dry, avoiding any condensation by sealing the space with elastomeric sealant. Thus in all, it is an insulating glass unit of around 20mm. thickness It shall be suitably used for any kind of Doors and Windows, in all areas of work and residences. It shall be absolutely and clearly transparent, giving the following advantages : 1) Total light penetration, but with dust and heat insulation. 2) Noise insulation. 3) 25% saving in electricity due to heat insulation. 4) Crystal clear transparency. M-39 Acrylic Sheets : 39.1 Acrylic sheets shall be of thickness as specified in the item and of specified shape and size, as the case may be. Panels may flat or curved. It should be light in weight. It shall be colourless or coloured or opaque, as specified in the item. Colourless sheet shall be as transparent as the finest optical glass. Its light transmission rate shall be about 95%. Transparency shall not be affected for the sheets of larger thickness. It shall be extremely resistant to sunlight, weather and low temperatures It shall not show any significant yellowing or change in physical properties or loss of light transmission over a longer period of use. The sheet shall be impact resistant also, sheets should be of such quality that they can be cut, bent and jointed, as desired. Solution for the joints shall be used as per the requirement of manufacturer. Page 43 of 146

140 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-40 Particle Board : 40.1 The particle board used for face panels shall of best quality free from any defects. The particle boards shall be made with phenolmaldehyde adhesive. The particle boards shall conform to IS : 3087 "Specifications for wood particle board for general purpose". The size and the thickness shall be as indicated Particle board shall be made completely from Teakwood and shall be bonded with BWP type Phenol Formaldehyde synthetic resin to give a flat, strong and homogenised panel It shall be durable and shall have smooth surface so as to take any type of surface treatment, like polishing, painting, laminating or veneers. It shall be fire resistant, weather resistant, termite and insect resistant. It shall be dimensionally stable, structurally strong and acoustically superior It shall be available in all standard sizes as that of the plywood Particle board may also be available in veneered form. M-41 Expanded Polystyrene or Framed Styroper Slabs : 41.1 The expanded polystyrene ceiling boards and tiles shall be of approved make and shall be of sizes, thickness, finish and colour, as indicated. They shall be of high density and suitable for use as insulating material. The insulating material shall be like slab of Thermocole etc. M-42 Resin Bonded Fibre Glass : 42.1 The resin bonded fibre glass tiles or rolls shall be of approved make and shall be of sizes, thickness and finish, as indicated For test of mineral wool thermal insulation blanket, IS : 3144 shall be followed Insulation wool blanket shall be with the following coverings on one or both sides, as indicated. (1) Bituminised hessain Kraft paper suitable for use in position where moisture has to be excluded. (2) Hessian cloth or Kraft paper, for keeping out dust. (3) GI wire netting, suitable for surfaces to be plastered over. M-43 Fixtures and Fastenings : 43.1 General : The fixtures and fastenings, that is butt, hinges, tee and strap hinges, sliding door bolts, tower bolts, door latch, bath-room latch, handles, door stoppers, casement window fasteners, casement stays and ventilators catch shall be made of the metal, as specified in the item or its specification They shall be of iron, brass, aluminium, chromium plated iron, chromium plated brass, copper oxidised iron, copper oxidised brass or anodised Aluminium, as specified The fixtures shall be heavy types. The fixtures and fastenings shall be smooth finished and shall be such as will ensure ease of operations. Page 44 of 146

141 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The samples of fixtures and fastenings shall be got approved by Engineer-in-charge and Architect, as regards its quality and shape before fixing them in position Brass and anodised aluminium fixtures and fastenings shall be bright finished Holdfasts : Holdfasts shall be made from mild steel flat 30 cm. length and one of the holdfasts shall be bent at right angle and two nos. of 6 mm. diameter holes, shall be made in it for fixing it to the frame with screws. At the other end, the holdfast shall be forked and bent at right angles in opposite directions Butt hinges : Railway standard heavy type butt hinges shall be used when so specified Tee and strap hinges shall be manufactured from MS Sheet Siding door bolts (Aldrops) : The aldrops as specified in the item shall be used and shall be got approved Tower bolts (Barrel type) : Tower bolts as specified in the item shall be used and shall be got approved Door Latch : The size of door latch shall be taken as the length of latch Bathroom Latch : Bathroom latch shall be similar to tower bolt Handle : The size of the handles shall be determined by the inside grip length of the handles. Handles shall have a base plate of length 50 mm. more than the size of the handle Door Stoppers : Door stoppers shall be either floor door stopper type or door catch types. Floor stopper shall be of overall size as specified and shall have a rubber cushion Door Catch : Door catch shall be fixed at a height of about 900 mm. from the floor level such that one part of the catch is fitted on the inside of the shutter and the other part is fixed in the wall with necessary wooden plug arrangements for appropriate fixing. The catch shall be fixed 20 mm. inside the face for the door for easy operation of catch Wooden Door Stop with Hinges : Wooden door stop of size 100 mm. x 60 mm. x 40 mm. shall be fixed on the door frame with a hinge of 75 mm. size and at a height of 900 mm. from the floor level. The wooden door stop shall be provided with 3 coats of oil paint Casement Window Fastener : Page 45 of 146

142 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Casement window fastener for single leaf window shutter shall be left or right handed as directed Casement Stays (Straight Peg Stay) : The stays shall be made from a channel section having three holes at appropriate position so that the window can be opened either fully or partially, as required. Size of the stay shall be 250 mm. to 300 mm., as directed Ventilator Catch : The pattern and shape of the catch shall be as approved Pivot : The base and socket plate shall be made from minimum 3 mm. thick plate, and projected pivot shall not be less than 12 mm. in diameter and 12 mm. in length and shall be firmly riveted to the base plate, in case of iron pivot and in single piece base plate, in the case of brass pivot. M-44 Paints: M-44A Oil Paints: 44A.1 Oil paints shall be of the specified colour and shade and as approved. The ready mixed paints shall only be used. However, if ready mixed paint of specified shade or tint is not available white ready mixed paint with approved stainer shall be allowed. In such a case, the Contractor shall ensure that the shade of the paint so allowed shall be uniform. 44A.2 All the paints shall meet with the following general requirements: (i) Paint shall not show excessive setting in a freshly opened full can and shall easily be redispersed with a paddle to a smooth homogeneous state. The paint shall show no curdling, levering, caking or colour separation and shall be free from lumps and skins. (ii) The paint as received shall brush easily, possess good levelling properties and show no running or sagging tendencies. (iii) The paint shall not skin within 48 hours in a three quarters filled closed container. (iv) The paint shall dry to a smooth uniform finish free from roughness grit, unevenness and other imperfections. 44A.3 Ready mixed paint shall be used exactly as received from the manufacturers and generally according to their instructions and without any admixtures, whatsoever. M-44B Enamel Paints : 44B.1 The enamel paint shall satisfy all general requirements in specification of oil paints. Enamel paint shall conform to IS : It shall be from Nerolac, Berger, Asian Paints or equivalent. It shall offer variety of finishes like Glossy, Semi-glossy, Pearl lustre and Matt. 44B.2 It shall be applied either by brush, roll or spray. It shall have a covering capacity of 13 to 18 m 2. per coat, depending on the surface to be painted. It shall be used both on metal and wood surfaces. Page 46 of 146

143 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 44B.3 It shall have a viscosity of application of 60 to 65 seconds, if brush or rollers are used and 30 to 40 seconds, if spraying is done. It shall have flash point at above 30 0 C. The drying time shall however vary with the ambient temperature and humidity. M-44F Acrylic Emulsion : 44F.1 It shall be from Nerolac, Asian Paints, ICI, Berger or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to the relevant IS Codes. 44F.2 It shall be used on both interiors and exteriors, on all different types of plaster, wooden surfaces, stone, brickwork, asbestos cement sheets, hard and soft boards, etc. It shall render rich smooth finish and shall provide a tough film that forms a suitable protection against all elements. 44F.3 It shall be water thinnable. It shall require no primer. On a well prepared surface, it shall be applied, after one coat of cement primer, in case it is an interior surface and waterproof cement coating, in case it is an exterior surface. On a new but highly absorbent surface, a thin coat of the same shall be applied by adding two parts of water by volume to two parts of Acrylic Emulsion by volume. On previously painted surfaces, one coat of the same shall be applied by thinning four parts of the emulsion with one or two parts of water. It shall be applied by brush, roller or spray. It shall have a covering capacity of m 2 /lit., depending on the surface and shade used. It can be washed to remove the day-to-day dirt, after the surface has been painted, minimum for a month. M-44G Water Bound Distemper : 44G.1 It shall be from Berger, Nerolac, ICI, Asian Paints or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to the relevant IS Codes. 44G.2 It shall be available in dry powder form and shall be prepared by adding preferably warm water, in the manner and proportion, as described by the manufacturer. It shall be applied by the conventional distemper brush to all plastered walls, ceilings and woodwork. It shall generally not require any primer, but if found necessary, a size coat made by an experienced painter from glue, soap, warm water and distemper powder shall be applied. It shall offer a covering capacity of m 2 per Kg. depending on the surface and shade used. M-44H Cement Paints : 44H.1 It shall be from Berger, ICI, Asian Paints or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to the relevant IS Codes. 44H.2 It shall be manufactured from selected range of raw materials and a special cement, so the it shall be suitable for both indoors and outdoors. It shall be suitably used on concrete renderings, cement/sand renderings, cement/lime/sand renderings, asbestos sheets, fibre boards, brickwork, etc. It shall offer matt finish. It shall require no primer and shall be water thinnable. It shall offer a covering capacity of 6-8 m 2 per Kg., depending on the surface and shade used. It shall preferably not be applied under direct sunlight to avoid patchy effect. M-45 French Polish: 45.1 The French polish of required tint and shade shall be prepared with the below mentioned ingredients and other necessary materials. (i) Denatured spirit of approved quality (ii) Chandras (iii) Pigment The French polish so prepared shall conform to IS : 348. Page 47 of 146

144 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-46 Marble Chips for Marble Mosaic Terrazzo : 46.1 The marble chips shall be of approved quality and shades. It shall be hard, sound dense and homogenous in texture with crystalline and coarse grains. It shall be uniform in colour and free from stains, cracks, decay and weathering The size of various colours of marble chips ranging from the smallest upto 20 mm. shall be used where the thickness of top wearing layer is 6 mm. size. The marble chips of approved quality and colours only as per grading as decided by the Engineer-in-charge and Architect shall be used for marble mosaic tiles or works The marble chips shall be machines crushed. They shall be free from foreign matter, dust etc., except as above, the chips shall conform to IS : M-47 Flooring Tiles : M-47A Plain Cement Tiles : 47A.1 The plain cement tiles shall be of general purpose type. For these tiles, no pigments are used, in their manufacture. Cement used in the manufacture of the tiles shall be as per IS 47A.2 The tiles shall be manufactured from a mixture of cement and natural aggregates, using pressure process. During the manufacture, the tiles shall be subjected to a pressure of not less than 140 Kg/cm 2. The proportion of cement to aggregate, in the backing of the tiles shall be not less than 1:3, by weight. The wearing face, though the tiles are of plain cement, shall be provided with stone chips of 1 to 2 mm. size. The proportion of cement to aggregate, in the wearing layer of the tiles shall be three parts of cement to one part chips, by weight. The minimum thickness of wearing layer shall be 3 mm. The colour and texture of the wearing layer shall be uniform throughout its face and thickness. On removal from mould, the tiles shall be kept in moist condition, continuously atleast for 7 days and subsequently, if necessary, for such long period, as would ensure their conformity to requirements of IS : 1237, regarding strength, resistance to wear and water absorption. 47A.3 The wearing face of the tiles shall be plane, free from projections, depressions and cracks and shall be reasonably parallel to the backing of the tile. All angles shall be right angles and all edges shall be sharp and true. 47A.4 The tiles shall generally be square in shape, with a size of 30 cm. x 30 cm. The thickness of the tiles shall be 25 mm. 47A.5 Tolerance of length and breadth shall be + 1 mm. Tolerance of thickness shall be + 5 mm. 47A.6 The tiles shall satisfy the test as regards transverse strength, resistance to wear and water absorption as per IS : Testing Standards : A. Water Absorption : Sampling : 6 tiles out of every 3000 tiles are taken for testing. Results : Absorption permissible, shall be at the most 10%. B. Transverse strength test : Page 48 of 146

145 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. Sampling : 12 tiles out of every 3000 tiles are taken for testing. Results : When wet :- 80 Kg/cm 2. When dry :- 120 Kg/cm 2. C. Abrasion test : Sampling : 6 tiles out of every 3000 tiles are taken for testing. Results : Average abrasion shall not be more than 3.5 mm. M-47B Plain Coloured Tiles : 47B.1 These tiles shall have the same specifications as plain cement tiles, as in 47A above except that they shall have a plain wearing surface, wherein pigments are used. They shall conform to IS : B.2 The pigments used for colouring cement shall not exceed 10% by weight of cement used in the mix. The pigments, synthetic or otherwise, used for colouring tiles shall have permanent colour and shall not contain materials detrimental to concrete. 47B.3 The colour of the tiles shall be specified in the item or as directed. M-47C Marble Mosaic Tiles : 47C.1 These tiles have the same specifications as plain cement tiles except for the requirements stated below: 47C.2 The marble mosaic tiles shall conform to IS : The wearing face of the tiles shall be mechanically ground and filled. The wearing face of tiles shall be free from projections, depressions and cracks and shall be reasonably parallel to the backing of the tiles. All angles shall be right angles and all edges shall be sharp and true. 47C.3 Chips used in the tiles shall be of the smallest size upto 20 mm. size. The minimum thickness of the wearing layer of tiles shall be 6 mm. For pattern of chips required on the wearing face, a few samples with or without their full size photographs, as directed shall be presented to the Engineer-in-charge and Architect, for approval. 47C.4 Any particular sample, if found suitable shall be approved by the Engineer-in-charge and Architect, or he may ask for a few more samples to be presented. The samples shall have to be made by the Contractor till a suitable sample is finally approved for use in the work. The Contractor shall ensure that the tiles supplied for the work shall be in conformity with the approved sample only, in terms of its dimensions, thickness of the backing layer and wearing surface, materials, ingredients, colour shade, chips distribution, etc. required. 47C.5 The tiles shall be prepared from cement conforming to IS or coloured Portland cement, generally depending upon the colour of tiles to be used or as directed. Page 49 of 146

146 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-47D Chequered Tiles : 47D.1 Chequered tiles shall be plain cement tiles or marble mosaic tiles. The former shall have the same specification as per 47A above, and the latter as per marble mosaic tiles as per 47C, except as mentioned below: 47D.2 The tiles shall be of nominal size of 250 mm. x 250 mm. or as specified. The center to center distance of chequer, shall not be less than 25 mm. and not more than 50 mm. The overall thickness of the tile shall be 22 mm. 47D.3 The grooves in the chequers shall be uniform and straight. The depth of the grooves shall not be less than 3 mm. The chequered tiles shall be plain, coloured or mosaic, as specified. The thickness of the upper layer measured from the top of the chequers shall not be less than 6 mm. The tiles shall be given the first grinding, with machine, before delivery to site. 47D.4 Tiles shall conform to IS : M-47E Chequered Tiles for Stair Cases : 47E.1 The requirements of these tiles shall be the same as chequered tiles, as per 47D above, except in the following respects: (1) The length of a tile including note, shall be 330 mm. (2) The minimum thickness shall be 28 mm. (3) The nosing shall also have the same wearing layer as that at the top. (4) The nosing edge shall be rounded. (5) The front portion of the tile, for a minimum length of 75 mm. from and including the nosing, shall have grooves running parallel to the nosing and at center not exceeding 25 mm. Beyond that the tiles shall have normal chequer pattern. M-48 Rough Kotah Stone : 48.1 The kotah stones shall be hard, even, sound and regular in shape and generally be uniform in colour. The colour of the stone shall generally be green. Brown coloured stones shall not be allowed for use. The stones shall be without any soft veins, cracks or flaws The size of the stones to be used for flooring shall be of size 600 mm. x 600 mm. and or size 600 mm. x 450 mm., as directed. However, smaller sizes will be allowed to be used to the extent of maintaining required pattern. Thickness shall be, as specified Tolerance of -30 mm., on accounts of chisel dressing of edges shall be permitted for length as well as breadth. Tolerance in thickness shall be +3 mm The edges of the stones shall be truly chiselled and table rubbed with coarse sand before paving. All angles and edges of the stones of shall be true, square and free from chipping and the surface shall be true and plain When machine cut edges are specified, the exposed edges and the edges at joints shall be machine cut. The thickness of the exposed machine cut edges shall be uniform. M-49 Polished Kotah Stone : 49.1 Polished kotah stone shall have the same specification as Rough kotah stone, except as mentioned below: Page 50 of 146

147 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The stones shall have machine polished surface. When brought on site, the stone shall be single polished or double polished, depending upon its use. Single polished kotah stone shall have single face of the stone polished whereas, double polished kotah stone shall have both the faces polished. The stones for paving shall generally be single polished. The stones to be used for dado, skirting, sink, veneering, sills, steps, etc., where machine polishing after the stones are fixed in situ, is not possible, shall be polished more than once for the desired finish, before fixing When brought at site, the colour of the stone shall be fairly uniform. It shall be ensured that the stones to be used in a particular work, shall not differ much in shade or tint, from the approved sample. M-50 Dholpur Stone : 50.1 Dholpur sand stone shall be of best quality, as approved by the Architect and Engineer-incharge. The stone slab shall be without any veins, cracks and flaws. The stone slab shall be even, sound and durable, regular in shape and of uniform colour The size of the slab shall be as specified in the item or detailed drawing or as approved by the Architect and Engineer-in-charge. The thickness of the stone shall be as specified in the item of work, with the permissible tolerance of + 2 mm The stones shall have machine polished surface. When brought on site, the stone shall be rough, single polished or double polished, depending upon its use and as specified in the item or detailed drawing. The stones for paving shall generally be single polished. The stones to be used for sills, steps, brackets, coping, facias, bands, pillars, fabricated railings, jali work etc., where machine polishing after the stones are fixed in situ, is not possible, shall be double polished or polished more than once, as required All angles and edges of the stone slab shall be fine chiselled or polished, as specified in the item of work and all the four edges shall be machine cut. All angles and edges of the face of the stone slab shall be true and plane The sample of stone shall be got approved by the Engineer-in-charge and Architect, for a particular work. It shall be ensured that the stones to be used in a particular work shall not differ much in shade or tint, from the approved sample. No white, black or any other colour spots shall be there. Cheetah or tiger skinned stones shall not be allowed under any case. M-50A Cobbler Stones (Interlock Pavers) : 50A.1 Cobbler stones shall be of best quality, as approved by the Architect and Engineer-in-charge and shall be obtained from reliable source. The make will be approved by the Architect and the source of supply shall not be changed without prior approval of the Architect. The stone shall be without any veins, cracks and flaws. The cobbler stones shall be even, sound, durable and regular in shape and of uniform colour. 50A.2 The size of the cobbler stone shall be as specified in the items or detailed drawing or as approved by the Architect and Engineer-in-charge. The thickness of the stone shall be as specified in the item of work, with permissible tolerance of + 2 mm. 50A.3 The stone shall have machine polished surface. When brought on site the stone shall be single polished or double polished, depending upon its use and as specified in the item or detailed drawing. The cobbler stones to be used for walkways, roadways, parking, floors, docks, roofs, public squares etc., where machine polishing after the fixing of stones, is not possible, the stones to be fixed shall be double polished or polished more than once, as required. All angles and edges of the cobbler stone shall be true and plane. Page 51 of 146

148 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-51 Marble Slab : 51.1 Marble slab shall be white or of any other available colour and of best quality, as approved by the Engineer-in-charge and Architect Slabs shall be hard, close, uniform and homogeneous in texture. They shall have even crystalline grain and shall be free from defects and cracks. The surface shall be machine polished to an even and perfect plane surface and edges machine cut, true and square. The rear face shall be rough to provide key for the mortar Marble slabs with natural veins, if selected, shall have to be laid as per the pattern given by the Engineer-in-charge and Architect. Size of the slab shall be minimum 450 mm. x 450 mm. and preferably 600 mm. x 600 mm. However, smaller sizes will be allowed to be used to the extent of maintaining required pattern The slab shall not be thinner than the specified thickness, at its thinnest part. A few specimen of the finished slab to be used, shall be deposited by the Contractor in the office, for reference Except as above, the marble slabs shall conform to IS : M-51A Blended Marble tile/slab : 51A.1 It shall of the best quality like Carara, Marbella or equivalent, as approved by the Architect and Engineer-in-charge. 51A.2 It shall be predominantly a marble tile/slab, composed of 80% to 95% of finest grains of quality selected marble aggregates, bonded together with 4% to 8% special resins, alongwith palette of colourants. It shall therefore offer a wide range of colour compared to natural marble. It shall be manufactured so, that its design goes right through the tile, insuring lasting designs. 51A.3 It shall be available in pre-cut, pre-polished, chamfered and grooved upto sizes of 600 mm. x 600 mm. Sizes upto 2400 mm. x 1200 mm. shall also be supplied. It shall have indispensable mechanical strength, Test Dry Wet Compressive strength in Kg/cm 2. Flexural strength in Kg/cm 2. Modulus of Rupture in Kg/cm 2. It shall offer flexibility, high wear resistance, impact resistance and on testing shall be 1.5 kgcm/cm., hardness on the Moh's scale shall be 3 to 4, abrasive wear index shall be 22 and total water absorption shall be around 0.13%. It shall not be easily affected by the freeze and thawing cycling. 51A.4 It shall be non-porous and shall be used in all types of weather. It shall be used for internal and external surfaces. It shall be easily cut with a normal hand cutting machine, if required and shall be laid in the same manner as natural marble stone or with latexbased glues. Page 52 of 146

149 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-52 Granite Stone : 52.1 Granite shall be of approved colour and quality. It shall be got approved by the Engineer-incharge and Architect, prior to procurement. The stone shall be hard, even, sound and regular in shape and generally uniform in colour. It shall be without any soft veins, cracks or flaws The thickness of the stone shall be as specified in the item All exposed faces shall be double polished to render truly smooth and even reflecting surface. The exposed edges and corners shall be rounded off, as directed. The exposed edges shall be machine cut and shall have uniform thickness. M-53 PVC / Vinyl Flooring : 53.1 PVC sheets/tiles for PVC/ Vinyl floor covering shall be of the best quality like Wonderfloor, Indag or equivalent, as approved by the Architect and Engineer-in-charge. It shall be of homogeneous flexible type, conforming to IS : The PVC covering shall neither develop any toxic effect while put to use nor shall give off any disagreeable odour Thickness of flexible type covering tiles shall be as specified in the description of the item. The flexible type shall be backed with hessain or other woven fabric. It shall be available in form of tiles, size upto 600 mm. x 600 mm. or rolls of 1.5 m. width, continuous length of 20 m. The thickness shall be approx. 1.5 to 2 mm. The dimensional stability shall be 0.3%. The following tolerance shall be applicable on the nominal dimensions of the rolls or tiles : (a) Thickness : mm. (b) Length or Width : mm. Square tiles, mm mm. Square tiles, mm mm. Square tiles, mm 4 Sheets and roll, % 53.3 It shall offer colour fastness to daylight as per the relevant IS : Allowance for curling shall be 0.6 mm. It shall be flexible and shall not break, crack or show any signs of failure It shall offer above average resistance to mild and diluted acids, alkalies, soaps and detergents. It shall have high abrasion resistance. At normal temperature, it shall develop an indent of 0.15 mm., after one minute and 0.20 mm., after ten minutes. It shall offer insulation resistance as per the IS : It shall have a sound reduction factor of 3db for 2 mm. thickness and 2db for 1.5 mm. thickness. It shall have self extinguishing property and water absorption at room temperature for 24 hrs. shall be 0.1% It shall be available in various designs and shall be recommended for floors and walls, in homes, institutions, commercial establishments, clinics and hospitals Adhesive : The adhesive for PVC flooring shall be of the type and make recommended by the manufacture of PVC sheets/tiles. Page 53 of 146

150 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-54 Facing Tiles : 54.1 The facing tiles (burnt clay facing bricks) shall be free from cracks and nodules and of free lime. They shall be thoroughly burnt and shall have plane rectangular faces with parallel sides and sharp straight right angle faces. The texture of the finished surface that will be exposed when in place shall conform to an approved sample consisting not less than four stretcher bricks each representing the texture desired. The facing tiles shall have a pleasing appearance, sufficient resistance to penetration by rain and greater durability than common bricks. The tiles shall conform to IS : The standard size of facing brick tiles shall be 19 cm. x 9 cm. x 4 cm. The facing brick tiles shall be provided with frog which shall conform to IS : The permissible tolerance in dimensions specified above shall be as follows : Size Tolerances for st Class Brick 2nd Class Brick cm. + 6 mm mm. 9 cm. + 3 mm. + 7 mm. 4 cm mm + 2 mm The tolerance for distortion or warpage of face or edges of individual brick from a plane surface and from a straight line, respectively, shall be as follows : Facing dimensions Max. below 19 cm. Permissible tolerance Max. 2.5 mm. - do - above 19 cm. Max. 3.0 mm The average compressive strength obtained as a sample of five tiles when tested in accordance with the procedure laid in IS : 1077 shall not be less than 175 kg/cm 2. The average compressive strength of any individual bricks shall be not less than 160 Kg/cm The average water absorption for five bricks tiles shall not exceed 12% of average weight of brick before testing. The absorption for each individual bricks shall not exceed 25% The brick tiles when tested in accordance with IS : 1077, the rate of efflorescence shall not be more than `Slightly effloresced'. M-55 White Glazed Tiles : 55.1 The tiles shall be of best quality, as approved by the Engineer-in-charge and Architects. They shall be flat and true to shape. They shall be free from cracks, crazing spots, chipped edges and corners. The glazing shall be of uniform shade. Page 54 of 146

151 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The tiles shall be nominal size of 150 mm. x 150 mm., unless otherwise specified. The maximum variation from the stated sizes, other than the thickness of tile shall be mm. The thickness of tile shall be 6 mm. Except for the above, the tiles shall conform to IS : 777. M-55A Coloured Glaze Tiles : 55A.1 They shall be similar to white glazed tiles mentioned above, in all respects, except that they shall be available in variety of colours and shades, from Johnson & Johnson or equivalent, as approved by the Architect and Engineer-in-charge. M-56 Ceramic Tiles : 56.1 Ceramic tiles shall be of 1st quality such as Romano, Regency, Spartek, Stiles or equivalent, as approved by the Architect and Engineer-in-charge. They shall adequately meet the relevant IS 56.2 They shall be light weight, with thickness varying between 6 to 8 mm., depending on the manufacturer. Therefore, they require thinner floor bedding compared to mosaic/stone flooring. On laying, they require no further polishing making the floor ready to live in and use. They shall be suitably used for residences, offices, hotels, hospitals, auditoriums, restaurants, canteens, commercial complex and such other public places. They shall be extremely strong, breaking strength of the tile being 350 Kg/cm 2. and flexural strength of 350 Kg/cm 2. They shall offer good resistance to abrasion, i.e. can withstand upto 5000 grindings. They shall be scratch resistance, their hardness on the Moh's scale shall be 6.8 to 7. They shall be resistant to all acids and alkalies except hydrofluoric acid. In addition, they shall be bacteria free and fire proof, as they are fired C. They shall have very high acoustic damping factor and their specific gravity shall be 0.12, making them good insulators. Their resistance to thermal shocks shall be upto 10 cycles and their co-efficient of linear thermal expansion shall be 9 from ambient temperature to C They shall be available in various sizes, 8"x4", 8"x8", 8"x12", 12"x12" and 12"x16". They shall have a size tolerance of + 0.4% to 0.75%, in length and width and + 5% in thickness. Allowable warpage shall be + 0.5%. Allowable squareness wedging shall be to 0.5%. The allowable straightness of edges shall be + 0.5% and allowable flatness shall be to 0.5%. Their water absorption rate shall be less than 5% Ceramic tile for Industrial purposes, shall have a hardness of 8.6 on the Moh's scale and shall be non-skid, hard wearing, long lasting and acid and alkali resistant. They shall adequately meet the IS : M-57 Vitrified Floor Tiles : 57.1 Vitrified floor tiles shall be of best quality like Granamite or equivalent, as approved by the Architect and Engineer-in-charge. They shall conform to the relevant IS Codes They shall be monolithic and available in smooth, mirror-polished and anti-skid finishes, in sizes 12"x12", 8"x8" and 8"x4". They shall have a size tolerance of + 0.5%, in length and width and + 5% in thickness. Allowable warpage shall be + 0.2%. Allowable squareness wedging shall be + 0.5%. Their water absorption rate shall be less than 0.5%. They shall offer hard-working and hard-wearing floors for homes, public buildings, apartments and airports. The tiles shall be of ASTM or DIN standards They shall be extremely strong, breaking strength of the tile being 1600 Kg/cm 2., flexural strength, 200 Kg/cm 2. and bonding strength of 2500 Kg/cm 2. They shall offer good resistance to abrasion, i.e. greater than 100. They shall be scratch resistance, their hardness on the Moh's scale shall be min. 7. They shall be able to resist thermal shock upto 10 cycles. They shall have a bond strength of 2500 Kg/cm 2. and shall have a density of greater than 2.2 gm/cc. They shall have 0.60 co-efficient of friction for polished/unpolished surfaces. Page 55 of 146

152 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-58 Red Mandana Stone : 58.1 Red mandana stone shall be of best quality, as approved by the Architect and Engineer-incharge. The stone shall be without any veins, cracks and flaws. The stone shall be even, sound and durable, regular in shape and of uniform colour The size of the stone shall be as specified in the item or detailed drawing or as approved by the Architect and Engineer-in-charge. The thickness of the stone shall be as specified in the item of work, with the permissible tolerance of + 2 mm The stones shall have machine polished surface. When brought on site, the stone shall be rough, single polished or double polished, depending upon its use and as specified in the item or detailed drawing. The stones for paving shall generally be single polished All angles and edges of the stone shall be fine chiselled or polished, as specified in the item of work and all the four edges shall be machine cut. All angles and edges of the face of the stone shall be true and plane The sample of stone shall be got approved by the Engineer-in-charge and Architect. It shall be ensured that the stones to be used shall not differ much in shade or tint, from the approved sample. M-59 Jesalmer Stone : 59.1 Jesalmer stone shall be of best quality, as approved by the Architect and Engineer-in-charge. The stone shall be without any veins, cracks and flaws. The stone shall be even, sound and durable, regular in shape and of uniform colour The size of the shall be as specified in the item or detailed drawing or as approved by the Architect and Engineer-in-charge. The thickness of the stone shall be as specified in the item of work, with the permissible tolerance of + 2 mm The stones shall have machine polished surface. When brought on site, the stone shall be rough, single polished or double polished, depending upon its use and as specified in the item or detailed drawing. The stones for paving shall generally be single polished All angles and edges of the stone shall be fine chiselled or polished, as specified in the item of work and all the four edges shall be machine cut. All angles and edges of the face of the stone shall be true and plane The sample of stone shall be got approved by the Engineer-in-charge and Architect, for a particular work. It shall be ensured that the stones to be used in a particular work shall not differ much in shade or tint, from the approved sample. No white, black or any other colour spots shall be there. Cheetah or tiger skinned stones shall not be allowed under any case. M-62 Rubber Floorings : 62.1 It shall be of the best quality such as Flora or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to the relevant IS specifications It shall be available in 6 different colours with special colours supplied on minimum order and in square and round pattern. It shall have a thickness of 2.5 mm., 3 mm., 3.5 mm. and 4 mm. and sizes of 600 mm. x 600 mm. It shall be able to withstand the heaviest traffic and shall have exceptional abrasion resistance, chemical resistance, flame resistance and cigarette burn resistance. It shall have good load bearing capacity, sound deadening characteristics and antislip surface. It shall be easy to clean and maintain. Page 56 of 146

153 PROPOSED CATTLE FEED FACTORY, KAPADVANJ It shall be successfully used in Hospitals, Airports, Computer rooms, Hotels and Restaurants, Laboratories, Office and Shopping complexes, Lifts, Buses, Cinema halls and Residences. M-63 Admixtures for Tile/Stone Cladding: M-63A Waterproof Adhesive: 63A.1 Waterproof adhesive, shall be of best quality and from manufacturer like Feb Roffe or equivalent, as approved by the Architect and Engineer-in-charge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. It shall be in powdered state, complying with BS : 5980 Type 2, class AA and BS : 5385 Part 1. It shall comprise of selected Portland cements, graded sand and synthetic additives. 63A.2 It is useful for permanent adhesion of ceramic tiles, stone and marble cladding to surfaces that may be subjected to extreme weather conditions. It shall provide good tensile adhesion and shear adhesive strength, after application, in thick/thin layer beneath the tile/stone cladding. Its application and coverage shall be as specified by the manufacturer. M-63B Rainbow Tile Mate : 63B.1 Rainbow tile mate, shall be of best quality and from manufacturer like Feb Roffe or equivalent, as approved by the Architect and Engineer-in-charge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. 63B.2 It shall be a special high grade compound, formulated with organic additives and special blend of high grade cement filling compound. It shall be available in various colours to match all types of glazed/ceramic tile. The organic colouring pigment, added in the compound shall not fade over the period of time. 63B.3 There shall be close adhesion of particle in the compound which imparts water-resistant qualities to the compound and allows to render the joints permanently water-tight, i.e. no seepage and no cracking of joints. It shall have strong bonding property so that the joint in the tiling shall never wear out. M-64 Selected Earth : 64.1 The selected earth shall be that obtained from excavated material or shall have to brought from outside, as indicated in the item. If item does not indicate anything, the selected earth shall have to be brought from outside The selected earth shall be good yellow soil and shall be got approved from the Architect and Engineer-in-charge. In no case, Black cotton soil or similar expansive and shrinkable soil shall be used. It shall be clean and free from all rubbish and perishable materials, stones, or brick bats. The clods shall be broken to a size of 50 mm. or less. Contractor shall make his own arrangement, at his own cost, for land for borrowing selected earth. The staking of the material shall be done as directed by Architect and Engineer-in-charge, in such a way as not to interfere with any constructional activities and in proper stacks When excavated material is to be used, only selected stuff got approved from the Architect and Engineer-in-charge shall be used. It shall be stacked separately and shall comply with all requirements of selected earth mentioned above. M-65 Barbed Wire : 65.1 The barbed wire shall be of galvanised steel and it shall generally conform to IS : 278. The barbed wire shall be of type-i, whose nominal diameter for line wire, shall be 2.5 mm. and for Page 57 of 146

154 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. point wire, shall be 2.24 mm. The nominal distance between two barbs shall be 75 mm., unless otherwise specified in the item. The barbed wire shall be formed by twisting together two line wires, one of them containing the barbs. The size of line and point wires and barbs spacing shall be as specified above. The permissible deviation from the nominal diameter of the line wire and point wire shall not exceed mm The barbs shall carry four points and shall be formed by twisting two point wires, each two turns, lightly round one line wire, making altogether four complete turns. The barbs shall be so finished that the four points are set and locked at right angle to each other. The barbs shall have a length of not less than 13 mm. and not more than 18 mm. The points shall be sharp and cut at an angle not greater than 35 0 of the axis of the wire, forming the barbs The line and point wires shall be of circular section, free from scale and other defects and shall be uniformly galvanised. The line wire shall be in continuous length and shall not contend any weld other than those in the rod before it is drawn. The distance between two successive splices shall not less than 15 m The length per 100 Kg. of barbed wire, IS type-i, shall be as under : Nominal 1000 m. Minimum 934 m. Maximum 1066 m. M-66 PVC Waterstops : 66.1 The PVC waterstop shall be of approved make, as approved by the Architect and Engineer-incharge It shall have optimum resilience, high elasticity & stretch strength,immune to corrosion, excellent weather resistance. They shall be manufactured to safeguard against hydrostatic pressure, water seepage, expansion or contraction of joints and to take care of any deflection or displacement arising due to change in temperature or settlement of foundation to eliminate danger of cracks They shall be effective in tropical climate having high mechanical strength, good ageing, longer life, shall be unaffected by acids, alkalies, metal salts and other chemicals. It shall not be hazardous and shall have fire retardant properties. It shall absorb less water than rubber, shall work as water tight seal but shall allow safe passage of seepage water and shall withstand high hydrostatic pressure. It shall be easily welded and can be installed easily, having high tensile strength and shall be capable of bearing heavy shocks arising due to turbines, earthquakes, floods etc It shall withstand a minimum hydrostatic pressure of 30 m. high column of water The selection criteria of waterstop depends upon the hydrostatic pressure, however the following points should be kept in mind : 1) Where substantial expansion/contraction of joints takes place, Dumb Bell type shall be used. 2) Where a firm grip in concrete is desired, Serrated types should be used. 3) The overall width of the waterstop should not be greater than the thickness of concrete. 4) The distance from the face of the concrete to the waterstop must not be less than half the width of the waterstop. Page 58 of 146

155 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 5) The width of the waterstop must be atleast 6 times the largest aggregate used for satisfactory compaction The prior approval of selected size and type of waterstop shall be taken from the Architect and Engineer-in-charge, before use. M-67 Admixtures for Mass Concrete and Mortar: M-67A Joint Sealant: 67A.1 The sealant shall be of best quality and from manufacturer like CICO, MC-BAUCHEMIE, PIDILITE, HMP or equivalent, as approved by the Architect and Engineer-in-charge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. 67A.2 It shall be a two component polysulphide rubber joint sealant, based on a low molecular weight polymer. It should not contain chlorides or other corrosive substances. 67A.3 It shall be used for sealing joints in water retaining structures, roofs, external walls, cladding, floors, partitions, ceilings etc. It shall have excellent property to adhere most of building materials like Aluminium, Stainless Steel, Glass, Concrete, Marble, Stone, Brick, Masonry block, Plaster, Ceramic and quarry tiles, Timber etc. The modulus of elasticity of the sealant shall be less than 0.16 MPa, +10% at 100% elongation. The shore "A" hardness of the sealant shall be 25 O C. The operating temperature range for the sealant shall be -25 O C to 800C. The permanent dynamic movement capability of the sealant shall be +25%. The tensile strength of the sealant shall not be less than 0.4 MPa. The optimum width/depth ratio shall be 2:1. The Sp.gr. of the sealant shall be 1.6 kg/lit. The sealant should be capable to resist attack of water, sunlight, oxidation, corrosive fumes, oils, petrol, diluted acids and alkalies, salt spray, aliphatic and aromatic solvents and shall not contain tar or bituminous ingredients. 67A.4 It shall posses the properties like 550% elongation at break, non-toxicity when fully cured, no staining and shrinkage less than 1%. The trafficable strength shall be achieved within 24 hours and full at 7 days (at 25 O C & 250% RH). It shall possess excellent coverage capacity and more strength at low dry temperatures. M-67B Abrasion Resistant Industrial Flooring Aggregate : 67B.1 The flooring aggregate, shall be of best quality and from manufacturer like CICO or equivalent, as approved by the Architect and Engineer-in-charge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. 67B.2 The flooring aggregate shall be a factory processed and specially graded non-oxidising, nonmagnetic and chemically inert metallic flooring aggregate, free from oil and grease. 67B.3 It shall be used as a surface hardener to concrete floors. It is recommended for Factory floors, Warehouses, Hangers, Car parks and such other areas, subjected to heavy vehicular traffic. It shall also be used on open and continuously wet surfaces. The flooring aggregate shall build in wear resistance and shall produce high abrasion resistant floor surface. It shall impart extreme surface density and shall offer resistance to oil and water penetration. It shall provide a nonrusting floor surface which is easy to maintain. 67B.4 It shall be used with cement in the ratio, as per the manufacturer's instructions and spread evenly on the surface to be treated, at the rate depending on the type of floor. The flooring aggregate shall be spread when the surface of the concrete floor is still fresh, i.e. as soon as the surface water has evaporated and then trawled, in stages, to bring about an uniform and smooth finish. Page 59 of 146

156 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-67C Concrete Hardener and Dustproofer : 67C.1 The Concrete hardener and dustproofer, shall be of best quality and from manufacturer like CICO or equivalent, as approved by the Architect and Engineer-in-charge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. 67C.2 It shall have a specific gravity of 1.18 and shall be applied on concrete floors, at the rate of atleast 25 lit.s per 100 m 2. per coat. A total of three coats shall be applied for permanently hardened concrete floor, with increased abrasion resistance, increased surface density, increased resistance to chemical attack and to eliminate dust accumulation. Drying time of 4-6 hours for each coat shall be allowed before the floor is put to use or is applied with another coat of the product. Precautions shall be taken while using the product, to avoid contact with eyes and open wounds and to work in good ventilation. After application, the affected parts shall be washed copiously. It shall not be stored for a period of more than 2 months before use. M-67D Water Repellent Coating: 67D.1 The Water repellent coating shall be of best quality and from manufacturer like CICO or equivalent, as approved by the Architect and Engineer-in-charge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. 67D.2 Water repellent coatings for exterior exposed surfaces shall be acrylic resin based, having a Flash point of approx C and specific gravity of D.3 It shall be suitably used for concrete, brick, stone and plastered surfaces preventing moisture penetration and thus any damage to the interiors. It shall be quick acting, long lasting, invisible i.e. colourless so as to maintain the original colour of the surface treated. It shall impart sealing characteristics so that the treated surface becomes stain and dust free. The coating itself shall not darken or turn yellow with age. M-67E Accelerating, Water Reducing Admixture and Plasticizer: 67E.1 The Accelerating, Water reducing admixture and plasticizer, shall be of best quality and from manufacturer like CICO or equivalent, as approved by the Architect and Engineer-in-charge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. 67E.2 It shall be in liquid state with a specific gravity of 1.30 and complying with ASTM C-494 Type E, IS : 9103 & IS : It shall accelerate the setting and hardening of the concrete mix, thereby achieving higher early age strength. It shall reduce the water content of the concrete without affecting its workability. It is useful for pre-cast/pre-stressed works, structural concrete works, floors, roads, runways, paving etc. It shall be used at the rate instructed by the manufacturer, with cement, depending on the amount of acceleration of hardening required. It should be compatible to all types of cement. M-67F Retarding, Water Reducing Admixture and Plasticiser : 67F.1 The Retarding, water reducing admixture and plasticiser, shall be of best quality and from manufacturer like CICO, Feb Roffe or equivalent, as approved by the Architect and Engineer-incharge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. 67F.2 It shall be in liquid state with a specific gravity of 1.22 and complying with ASTM C-494 Type B & D, IS : 9103, CRD-C87 Type B & D, BS 5075 Part 1. It shall be added to the concrete mix during the mixing process, at the same time as the water or the aggregates. No extension of normal mixing time is necessary. It shall extend the period of time as to placing the concrete and compacting, i.e. delay the initial and final setting time. It shall help to spread the heat of Page 60 of 146

157 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. hydration over a longer period of time. It shall give a highly workable concrete with a low W/C ratio. It shall be used at the rate instructed by the manufacturer, with cement, depending on the amount of acceleration of hardening required. It should be compatible to all types of cement. M-67G Water & Weather Proof Compound : 67G.1 The water & weather proof integral cement admixture shall be of best quality and from manufacturer like Feb Roffe's Roff Hyseal, Roff hyproof, Algiproof or equivalent, as approved by the Architect and Engineer-in-charge. The prior approval for the source shall be taken from the Architect. It shall conform to the relevant IS Code. 67G.2 It shall be used as an excellent cement admixture in all types of concrete/plaster mortars, pointing mortars, masonry works, guniting works and pressure grouting works. It shall improve resistance of concrete surfaces to weathering and chemical attack. It shall be non-toxic so as to use for waterproofing water tanks, reservoirs, bio-gas tank, leaking ceiling, basements, tunnels, lift wells etc. 67G.3 It shall be mixed to concrete or plaster mortar, while mixing. First, water is added and then the admixture, at the rate instructed by the manufacturer. For use of the admixture, precaution shall be taken to use clean materials for preparation of mortar. M-67F Plaster Admixture : 67F.1 An admixture which gives the plaster workability, durability and quality at an economical rate shall be of best quality from manufacturer like Feb Roffe (product name - Roff plaster master) or equivalent, as approved by the Architect or Engineer-in-charge. It shall comply to the relevant IS Codes. 67F.2 It shall keep the plastering mortar plastic for a longer time, giving higher strength on prolonged curing. It shall provide cohesiveness, workability and eliminate efflorescence. It shall reduce shrinkage, cracking and crazing to the minimum. M-68 Asbestos Septic Tank : 68.1 It shall be from Everest or equivalent, as approved by the Architect and Engineer-in-charge. It shall be of required size as shown in detailed drawing or as per specified in the item. It shall be of single piece in width and length but if required to match the specified size in depth, not more than four compartments shall be allowed (which includes top and bottom pieces and extension pieces). It shall be made from finest raw materials It shall be free from any joints in side walls, bottom piece, top cover and baffle walls. It shall be of two compartments separated by a baffle wall in a horizontal section. No leakage should be there from joints between pieces, depth wise. The side walls shall be capable of withstanding the earth pressure and the top cover shall be designed to carry the traffic load and surface covering load It shall be air tight and designed to disintegrate the sewage by bacterial action in absence of oxygen gas. It shall contain two inlets (one for regular connection and other for alternative connection) and one outlet. The inlet shall be of 100 mm. dia. and the outlet shall be of 75 mm. dia. All such connection shall be leakproof. Rejected materials shall not be used. M-69 Asbestos Cement Building Boards: 69.1 Asbestos Cement boards shall be from Everest or equivalent, as approved by the Architect and Engineer-in-charge. It shall be made from blend of high quality asbestos mineral fibre and cement. It shall conform to IS : 2098, amended Page 61 of 146

158 PROPOSED CATTLE FEED FACTORY, KAPADVANJ It shall be light weight, easily workable using ordinary carpentry tools and it shall be strong enough, so as not to be broken or chipped during handling. It shall be durable, flexible, free from rot, rust and shall be termite proof, impervious to weather. It shall not sag, wrap, swell or crack and also satisfy the fireproof requirements. The thermal conductivity value `k' shall kcal/hr.m 0 C. It shall have adequate properties of acoustics, having absorption co-efficient between 0.01 to 0.14 and noise resistance It shall be easily jointed using open or butt joint. Its surface shall be easily painted. It shall be of uniform thickness, as specified in detailed drawings or as approved by the Architect. M-70 Expanded Polystyrene : 70.1 The Expanded Polystyrene shall be from Thermocole, Cooline or equivalent, as approved by the Architect and Engineer-in-charge It shall be processed from styropor expandable polystyrene beads. It shall have lower thermal conductivity, excellent shock absorption, better mechanical strength and high resistance to the moisture. It shall possess good acoustic properties, snow white appearance, and lightness. It shall easily be cut to any shape, size and can be fixed by any mechanical means or adhesives. It shall be painted easily It shall have high, dynamic load bearing capacity, excellent resistance to water vapour. The density of Polystyrene shall be kg/m 3., having thermal conductivity value Kcal/hr m O C. The service temperature range shall be -150 O C to +80 O C. When soaked in water for 7 days, it shall not absorb water more than 2% by volume. The co-efficient of resistance to water vapour diffusion shall be 40 to The compressive strength at 10% deformation and cross breaking strength shall not be less than 1.0 kg/cm 2. and 1.6 kg/cm 2., respectively. It shall have resistance to soaps, bleaching agents, dilute acids, alkalies, silicone oil, fresh & sea water, alcohol, liquid paraffin, petroleum jelly etc. M-71 Phenotherm : 71.1 Phenotherm shall be from Bakelite Hylam or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to BS : 4370 and BS : 3927, wherever applicable It shall have superior fire resistance and thermal conductivity. There shall be no deterioration of K value on ageing, no emission of toxic fumes in an event of fire. It shall have good adhesion to facings and there shall be no shrinkage. It shall conform to the highest fire rating, Class `I' for surface spread of flame, Class `P' for ignitability and Class `O' for building regulations It shall not be flammable and shall retain its shape, during and after fire. It shall generate negligible smoke, so the obscuration shall remain less than 5% and shall emit non-toxic fumes during fire. It shall have K value less than Kcal/hr m O C and the working range of temperature shall be -196 O C to +130 O C. It shall easily be used on LSHS, fuel oil, low pressure steam and hot water lines for containers It shall have the closed cell content not less than 90% to result in very low water absorption, very low water vapour transmission and reduce condensation. It shall be unaffected by most aromatic and aliphatic solvents. It shall be odourless, non-colour absorbent. It shall not attract rodents/insects, resist fungal and bacterial growth, most organic solvents and chemicals. It shall be anti-corrosive, non-abrasive and hydrophobic. It shall possess good acoustical properties and electrical insulation. The density of the Phenotherm shall be kg/m 3. Page 62 of 146

159 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-72 Ex-foliated Vermiculite : 72.1 The Vermiculite shall be from Bharat Heat Insulating & Refractory Industries or equivalent, as approved by the Architect and Engineer-in-charge It shall be hydrated laminar natural mineral having, Aluminium-Iron, Magnesium Silicates as content and shall consist of thin flat flakes, containing innumerable microscopic voids and layers. It shall have physical properties like chemical inertness, light weight, fire and rot proofness, porosity, non-abrasive nature, flakiness etc It shall have sintering temperature and melting point about 2300 O F and 2400 O F, respectively. The specific heat and specific gravity of minerals shall be 0.2 and 2.6, respectively. The mineral should possess ph value of 7.0 and cation exchange rate 90 to 100 milli equivalent per 100 grams. The thermal conductivity K shall be Btu The mineral should be incombustible and capable to withstand temperature upto 1100 O C to give effective insulation. It shall be insoluble and inert to organic solvents having cold crushing strength atleast 250 Psi. The air contraction at maximum service temperature shall be less than 1%. M-73 Cement Concrete Hollow Blocks : 73.1 Hollow concrete blocks shall be of size such that they can be bonded with brick masonry, if necessary. The blocks are generally referred by their nominal sizes which include the block and an allowance for joints. The nominal sizes are a) 39 x 30 x 19 cm. b) 39 x 20 x 19 cm. c) 39 x 10 x 19 cm. The block shall have one or more large holes or cavities which either pass through the block or do not effectively pass through (in case of closed cavity) and shall have the total solid material between 50 to 75% of the total volume of the block, calculated from the overall dimensions. In case of solid blocks, the solid material shall not be less than 75% of the total volume of the block The shell thickness of the blocks shall be not less than 65 mm., in any part, however based on the strength requirements, the thickness can be varied between 20 mm. to 50 mm., as follows : Nominal block face Shell thickness Web thickness width. minimum. minimum. 100 or less Over 100 to Over 150 to Over All the above dimensions are in mm. Page 63 of 146

160 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The volume of concrete shall not be less than half the gross volume of the block. The total width of the cavities shall not be less than 2/3rd of the overall thickness of the block. The maximum variation in the length of the blocks shall not be more than + 5 mm. and maximum variation in height and width shall not be more than + 3 mm Hollow blocks are manufactured by special machines. Casting is done in a single operation. Concrete shall be thoroughly compacted in the moulds with blunt end steel rods or vibrators or by using vibrating tables. Ordinary concrete mix 1:2:4 of very low water/cement ratio is used and shall be mixed as described in the section no of plain and reinforced concrete. Additives or admixtures shall be used such as a) Accelerating, water-reducing and airentraining admixtures, b) Water-proofing agents, etc. High compressive strength and very dry consistency enables to remove the blocks for curing, immediately after casting. In case of manual compaction, the mixture shall be placed into the mould, in layers of about 50 to 75 mm. and each layer is thoroughly tamped until the whole mould is filled up and struck off level with a trowel. In case of mechanical compaction, the mould shall be filled up to overflow, vibrated or mechanically tamped and struck off level. Steel wire may be embedded in each block while casting. Rapid hardening cement may be used. After demoulding, the blocks shall be protected untill they are sufficiently hardened to permit handling without damage. The blocks shall be thoroughly cured for atleast 14 days and shall be dried out for a period of 4 weeks, before placing. They shall be stacked with voids horizontal to facilitate thorough passage of air. The blocks shall be allowed to complete their initial shrinkage before placing. Water absorption shall not be more than 10% by mass Hollow blocks have better thermal properties than solid blocks. Further hollow blocks made from light weight concrete have still better insulation against heat. They shall conform to the following three grades: Grade A - They shall be used as load bearing units and shall have a min. block density of 1500 Kg/m 3. They shall possess min. average compressive strength of 35, 45, 55 and 70 Kg/cm 2. respectively, for its sub-category, at 28 days. Grade B - They shall be used as load bearing units and shall have block density less than 1500 Kg/m 3. but not less than 1000 Kg/m 3. They shall possess min. average compressive strength of 20, 30 and 50 Kg/cm 2. respectively, for its sub-category, at 28 days. Grade C - They shall be used as non-load bearing units and shall have block density less than 1500 Kg/m 3. but not less than 1000 Kg/m 3. They shall possess min. average compressive strength of 15 Kg/cm 2. at 28 days. Grade D - Solid Concrete Blocks - They shall be used as load bearing units and shall have block density not less than 1800 Kg/m 3. They shall possess min. average compressive strength of 40 and 50 Kg/cm 2. respectively, for its sub-category, at 28 days They shall have a variety of surface textures ranging from very fine close texture to a coarse open texture, by proper selection, grading and proportioning of the aggregates. Further the texture shall be developed by treating the surface while the units are still green. Colour shall be rendered by adding non-fading mineral pigments Well made units shall not require plaster, in case of unimportant buildings. Two or three coats of cement paint shall be sufficient to render the masonry resistant to rain water. However, if plaster is intended, the unit shall have a sufficiently rough surface to afford good key to the plaster. Water-proofing admixtures shall be used in the plaster. M-74 Silicone paint : 74.1 It shall be of the best quality, like Hydroseal - Siliconate Epoxy or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to the relevant IS Codes. Page 64 of 146

161 PROPOSED CATTLE FEED FACTORY, KAPADVANJ It shall be prepared by mixing Silicone and Epoxy. It shall be applied on dry as well as damp surfaces. It shall be non-toxic and odourless, so shall be suitable for drinking water structures also. It shall render the surface impervious to water and shall prevent water penetration. It itself shall penetrate into the structure and shall form a strong film on the pores of the structure surface, making the surface water-tight, non-toxic and erosion free It shall be water thinnable. Before use, the hardener of the Siliconate Epoxy shall be mixed with resin and thinned with water, in the proportions described by the manufacturer. It shall be applied with a suitable spray gun with a fine nozzle. An overlap of 25 to 30 cm. shall be preferred. It shall be semitransparent but on drying it shall become transparent. M-75 Curved Corrugated Asbestos Cement Sheets : 75.1 It shall be of the best quality such as Everest or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to the relevant IS specifications It shall be available in nominal thickness of 6 mm. with an overall width of 1050 mm. and laid width of 876 mm. It shall be available in standard lengths of 2743 mm. and 3048 mm. It shall have a nominal radius of 2743 mm It shall provide an arch roofing system of which the semi-circular arch shall be the most stable. It shall provide a self-supporting roof construction and shall be used for wide varieties of structures for agricultural, industrial and domestic uses, garages and for temporary site offices and for storage of implements. It shall be easily erected without any need of expertise and as temporary sheds without any foundation requirements. M-76 Red Mud Plastic (RMP) Sheet : 76.1 RMP sheet shall be of Regal, Elephant, Rita or equivalent, as approved by the Architect and Engineer-in-charge It shall not be hazardous to health. It shall have minimum thickness of 1.0 mm. and minimum tensile strength of 400 kg/cm 2. It shall have high impact strength and it shall not be easily breakable The roofing sheets shall withstand the effects of sun, wind, rain, snow, large temperature variations without any loss of smoothness and lustre. It shall be smoothly & attractively finished and opaque in nature. It should be extremely flexible, so as to be bent at any angle without cracking, stretching or becoming soft It shall be durable, free from any cracks and vermite & termite proof. It shall be very light in 2.5 kg/m 2. It shall be easily handled and installed. It shall not break during cutting or drilling The roofing sheet shall have good thermal insulation and shall be resistant to heat, acid and alkali. It shall be of uniform colour, as approved by the Architect. M-77 Polyethylene Sheets : 77.1 Polyethylene sheet shall be from Profeel, Ramplast or equivalent, as approved by the Architect and Engineer-in-charge It shall be produced by using a continuous, smooth chemical process, at constant pressure and temperature. The Polyethylene sheets should be light weight, soft, smooth and flexible, which can be easily handled and laid. It shall be 100% water proof, acid proof, alkali proof, fire resistant and fully opaque. Page 65 of 146

162 PROPOSED CATTLE FEED FACTORY, KAPADVANJ It shall be resistant to fungus, moth, toxic gases and agents having affinity to water. It shall have excellent bonding strength and thermal conductivity shall be kcal/m hr O C. It shall conform to IS : 5913 and IS : 3792, wherever applicable. It shall prevent corrosion, chemical action, leakage, seepage, pollution. M-78 Aluminium Corrugated Building Sheets : 78.1 It shall be of the best quality and from reputed manufacturer like Indal or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to IS : 1254, in all respects. The aluminium alloys used in the manufacture of the sheets shall conform to IS : The sheets shall be light in weight, having a density of about 2.70 gms/cm 3. Due to the formation of a thin transparent hard film of inert aluminium oxide, on the surface of the sheet, it shall possess high corrosion resistance. The sheets shall be non-fragile and shall be exceptionally durable. As aluminium reflects a high proportion of the radiant heat, the sheets provide excellent insulation when used for cladding/roofing. The sheets shall be noncombustible, non-flammable and non-sparking. As aluminium is elastic, the sheets shall offer high resistance to denting and shall be shatter-proof. Co-efficient of linear expansion of aluminium is per o C and therefore the lateral expansion of the sheets shall be readily accommodated in the corrugations. The sheets shall offer no health hazard and shall be totally hygienic It shall be available in trapezoidal and rounded corrugations and shall be extensively used for various Industrial buildings, Warehouses, Aircraft hangers, Power plants, Storage sheds, Bunk houses etc. It shall be innovatively used as interior partitions, wall panels, flase ceiling etc. M-79 Fibreglass Translucent Roofing : 79.1 It shall be of the best quality such as Glass poll or equivalent, as approved by the Architect and Engineer-in- charge. It shall conform to BSS : It shall be a combination of glass fibre mat and polyester resin, suitably modified to resist ultraviolet degradation. It shall disperse light rays, allowing uniform diffused light penetration. It shall absorb the heat rays and so helps to save electricity. It shall be available in (1) Clear grade - where light transmission shall be 87% to 90%. and (2) Natural white/green/blue/yellow/red - where light transmission shall be 60% to 70%. It shall be available in lengths of 1.5 m. to 3 m. The width shall be equivalent to that of asbestos/galvanised and aluminium corrugated sheets. It shall have a thickness of 1.2 mm., with a tolerance of mm It shall have a coefficient of linear expansion of per o C. Its heat distortation temperature shall be approximately 75 C. It shall have thermal conductivity of 0.22 Kcal/mh O C. It shall have an impact strength of 14.5 Ft, hardness of Barcol and Brinell 26. It shall have a tensile strength of Kg/cm 2. and compressive strength of Kg/cm 2. On soaking for 24 hrs., at 25 O C, its water absorption shall be 0.24%. It shall have effective resistance to most chemicals except strong acids It shall be suitably used for industrial and residential roof coverings, where light transmission is desired. It shall also be used to cover swimming pools, gardens and terraces, if desired. It shall be normally self cleaning type but when used in industrial areas, it shall be cleaned with water and soap. M-80 Poly-carbonate Sheet : 80.1 Pol ycarbonate sheets for versatile glazing shall of the best quality such as Lexan or equivalent, as approved by the Architect and Engineer-in-charge. It shall meet all the requirements of BS : Page 66 of 146

163 PROPOSED CATTLE FEED FACTORY, KAPADVANJ For impact performance, it shall meet the BS : 6206 requirements and for anti-bandit requirements, it shall conform to BS : It shall be as transparent as glass, but shall have half its weight. It shall be tough and yet flexible. It shall have strong impact strength and shall offer thermal and sound insulation. It shall resist the effects of weather, shall be unbreakable and shall provide protection against forced intrusion. It shall be used for roof glazing, door and window glazing as well as privacy glazing, on many different types of buildings. As light weight, it shall be feasible to use it on wider spans. It promotes natural light and shall impart an impression of spaciousness It shall have tensile strength greater than 70 N/mm 2. Its flexural modulus shall be 2500 N/mm 2. and flexural yield strength shall be 100 N/mm 2. It shall have an impact strength (falling dart) greater than 200 Nm. It shall have an indentation hardness - H of 98 N/mm 2. and H of 93 N/mm 2. Its coefficient of linear expansion shall be per o C and thermal conductivity shall be 0.21 W/m.K. It shall have a specific gravity of 1.2 gm/cc. and water 24 hrs. 23 O C shall be 10 mg. Its elongation at break shall be greater than 100%. It shall have a higher coefficient of thermal expansion. It shall allow light transmission of between 82% and 90%, depending on the thickness of the sheet. It shall not transmit UV radiation upto 385 Nm. It shall resist the effect of chemicals. It shall have self-extinguishing, low flame spread characteristics and low fire propagation indices. M-81 Bullet Resistant Laminate : 81.1 It shall be of the best quality such as Lexgard or equivalent, as approved by the Architect and Engineer-in-charge It shall be polycarbonate sheet, laminated together using a patented general electric interlayer film with a mar-resistant finish. It shall be bullet-resistant, shall not spall, splinter or crack and shall have a long lasting glazing for surface appearance. It shall be 60% less in weight compared to bullet-proof glass. It shall have a K-value of 3.06 W/m 2 K for thermal insulation and allow light transmission of 63%, when 33 mm. thick It shall be suitably used in Banks, Police stations, Cash counter etc., wherever there is a risk of deliberate attack. M-84 Gypboard : 84.1 It shall be of the best quality from India Gypsum or equivalent, as approved by the Architect and Engineer-in-charge It shall be formed by enclosing and bonding together a core of set gypsum plaster by two sheets of heavy paper. It shall offer high standard of safety, thermal efficiency and aesthetics. It shall be light in weight, shall offer good fire resistance and shall render faster construction. It shall be suitably used in areas subjected to continuously damp or wet conditions, except bathrooms, where gypboard partitions shall be properly protected by tiles or other impervious materials. It shall be a non-resonant material, rendering sound insulation. It shall be strong, durable and dimensionally stable. It shall offer a smooth surface which can be painted, tiled or wall papered. It shall block the passage of heat and shall retard the spread of fire. It shall hide upto 60 db of sound, when erected in the proper manner. M-85 Ceiling Tiles : 85.1 It shall be of the best quality, such as Gypboard, Sitatex or equivalent, as approved by the Architect and Engineer-in-charge. It shall adequately follow the IS : They shall be made either from gypboard or from sugarcane fibres, as specified in the item. Page 67 of 146

164 PROPOSED CATTLE FEED FACTORY, KAPADVANJ They shall be resistant to fire, termites, fungus, woodboring, insects and other wood deteriorators. They shall be resistant to delamination due to moisture and cyclic changes in weather and humidity. They shall have high structural strength, good thermal insulation properties, thermal conductivity at mean temperature shall be 4.2 K.cal/cm./m 2./hr./ O C and good fire retardant properties. It shall have a density of 288 Kg/m % and shall weigh 3.71 Kg/m 2. Whenever, P.F resin shall be used in bonding, good weather and boiling-water proof properties shall be rendered under ISS and BSS specifications. They shall favourably absorb sound, rendering good acoustic properties They shall be available in ready-to-fix, ready-cut standard sizes of 610 mm. x 610 mm. x 12 mm., in various design and plain tiles shall be available in sizes, 2440 mm. x 1220 mm. x 12 mm., 1220 mm. x 1220 mm. x 12 mm., 1220 mm. x 610 mm. x 12 mm. and 610 mm. x 610 mm. x 12 mm. They shall be suitably used in residences, public places, bank buildings, studios, showrooms, computer centres, telecommunication buildings etc. M-88 Sliding Door Tracks/Channel : 88.1 It shall be from Agend, Coburn System or equivalent, as approved by the Architect and Engineer-in-charge It shall be made with highest quality precision engineering to give the ultimate in smooth, frictionless action and to move the doors silently, at the touch of a finger. It shall carry a load upto 100 lbs., to ensure life time trouble free operation from all components. It shall be in three classifications : Straight sliding : When a clear wall space equivalent to the area of one leaf should be available to the right of the opening either inside or outside the opening. Sliding and Folding, end hung : Where clearance is restricted, such arrangement is recommended. It shall provide maximum possible free space when folded to the open position. Sliding and Folding, center hung : It shall be provided where there is restriction of space. It shall provide smooth running action and unobtrusiveness of fittings. It shall enable the leaves to fit closely between the jambs of the opening All these sliding gears are top hanging with bottom guides. All movements shall be on ball bearing so that friction is reduced to minimum. Track : It shall be made from sturdy steel with protective zinc coating. The shape of the track shall ensure true, smooth running and prevents door from jumping off. It shall be adjusted horizontally to compensate for minor irregularities in floor level. Roller Hangers : It shall be made from 16 gauge zinc plated steel, housing containing tough Nylon rollers with exclusive differential movement. No lubrication shall be required. The hanger platter fitted to the top of the doors shall have lateral adjustment feature, to compensate for minor irregularities in surface by positioning the door at slightly varying distances from wall. End Stops : It shall be made from sturdy zinc plated steel angle, shaped to ensure positive stopping action and prevent door in conjunction with rubber buffers or hangers. Floor guide : It shall be manufactured from tough nylon, shaped, to allow smooth movement of grooved doors or non-grooved doors. Page 68 of 146

165 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M-89 Sand Stone Grills/Baluster : 89.1 It shall be from Dilpasand Shilp or equivalent, as approved by the Architect and Engineer-incharge It shall be made from best quality Bansipahadpur/Sandstone, having uniform colour (no other colour spot shall be allowed) and texture. The sand stone shall be even, sound, durable and free from any veins, cracks and flaws. The thickness of the stone used shall be as specified in item of work, with the permissible tolerance of 2 mm The grills/baluster shall be produced by fine chiselling. All edges, faces and angles of fine hand chiselled grills, columns, baluster shall be machine polished, as specified in item. M-90 An t i -Corrosive Paints : M-90A Ferroshield : 90A.1 It shall be from STP Limited or equivalent, as approved by the Architect and Engineer-incharge. 90A.2 It shall be a high build bituminous emulsion, specially formulated for protection against corrosion. It shall form a dry film, 2 mm. thick, which shall not crack at low temperatures nor crocodile at very high temperatures. It shall also be used as waterproofing material on flat, sloped and steeped roofs. It shall be applied by brush and by heavy duty airless spraying. M-90B Tankmastic : 90B.1 It shall be from STP Limited or equivalent, as approved by the Architect and Engineer-incharge. It shall conform to IS : and IS : It shall be special bituminous paint, which shall have no harmful reaction on drinking water. It shall be used to protect the inside of water tanks and pipe connections, against corrosion. It shall be applicable on steel, wood, concrete, iron etc. It shall have a covering capacity of 12 m 2 /lit.. M-90C Pipekote : 90C.1 It shall be from STP Limited or equivalent, as approved by the Architect and Engineer-incharge. It shall conform to IS : C.2 It shall be a heavy duty bituminous paint, which shall not impart any odour or taste to water, carried in the steel water pipelines, tanks and pen-stocks. It shall be applied on the inside surface of the water pipeline, tanks and pen-stocks. It shall be resistant to mild acids, alkalis and shall withstand heat upto 150 O C. It shall render a heavy body protective film. If zinc-rich, epoxy primer shall be used, better results of pipekote shall be obtained. M-90D Silvershield : 90D.1 It shall be from STP Limited or equivalent, as approved by the Architect and Engineer-incharge. 90D.2 It shall be a bituminous aluminium-finish paint formulated for application over anti-corrosive paints. It shall have a covering capacity of 10 m 2 /lit.. M-90E Shalimastic HD : 90E.1 It shall be from STP Limited or equivalent, as approved by the Architect and Engineer-incharge. It shall comply with the US Dept. of interior bureau of reclamation specification CA-50. Page 69 of 146

166 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 90E.2 It shall be a viscous, heavy-duty, anti-corrosive waterproof coal tar paint. It shall offer resistance to acids and alkalis. It shall be used for protection of all types of iron and steel structures. M-91 Powder Paints: 91.1 Powder paints shall of superior quality such as Hawcoplast of Hardcastle & Waud Mfg. Co. Ltd. or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to the relevant IS specifications It shall be available in the following types : Epox y : It shall be tough and resistant to chemicals. However, it shall have poor exterior durability. Epoxy polyester : It shall provide a decorative finish and shall have better overbake resistance. Polyester - TGIC : It shall provide exterior durability but it shall form a slightly thicker film. Polyurethane : It shall provide exterior durability and shall form a thin film coating. M-92 MDF (Medium Density Fibre) Wood : 92.1 The MDF wood shall be from Nuwud or equivalent, as approved by the Architect and Engineerin-charge and shall conform to IS : MDF wood shall be manufactured from wood fibres and synthetic resin binder to produce homogenous sheet material, having minimum density about 600 to 900 kg/m 3. It shall have moisture content less than 8% and water absorption less than 12% at 24 hours soaking. It shall have modulus of rupture and tensile strength atleast 50 N/mm 2. and 0.8 N/mm 2., respectively The screw withdrawal strength shall be minimum 3000 N. for face and 1800 N. for edge. It should be highly resistant against termite, insects and it should possess good heat and sound insulation. It should be easily workable for moulding, carpentry, routing etc. It should be free from any cracks, wraps, splits etc. and should possess uniform strength in all direction. M-93 Polyurethene Foam Insulation: 93.1 Polyurethane foam shall be from SDC, FGP, Excilite, VCM or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to the relevant IS Code It shall have high strength to weight ratio alongwith excellent thermal insulation and acoustic absorption. It shall be based on the exothermic, catalytic reaction of polyisocynates with pol yol molecules containing hydroxyl groups in the presence of blowing agent. It shall be perfectly homogenous and having uniform characteristics like perfect adhesion to metal surfaces, higher insulation capacity, maximum resistance and lightness. It shall be perfect non-hygroscopic, completely water proof having dimensional stability, optimum thermal insulation, fire retardancy It shall be of low foam density, not more than 40 Kg/m 3. The thermal conductivity shall be 0.02 Kcal/m hr C. The compressive strength shall not be less than 2.5 Kg/cm 2. and 1.2 Kg/cm 2., in direction parallel to rise and perpendicular to rise respectively. The close cell content of the Page 70 of 146

167 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. foam shall be 90 to 95% and it shall be workable within the temperature range of -150 O C to +80 O C. The water vapour permeability shall be 2.0 perms/in. M-94 Fiberglas Reinforced Plastics (FRP): 94.1 Fiberglas Reinforced Plastic shall be from CEAT or equivalent, as approved by the Architect and Engineer-in-charge. It shall conform to relevant IS Code It shall be either unidirectional reinforced or sheet moulded or filament wound epoxy to match the purpose of work and item of tender. It shall have versatile chemical inertness, electrical resistance and mechanical strength, ease of processibility, repeatability and predictability. It shall have desirable characteristics like light weight, high strength, stiffness, toughness, thermal insulation properties, superior weather resistance, complete elasticity, fatigue, creep, resistance to corrosion, rot, swelling, insects, fungus etc There shall be no yield point beyond which buckling or denting of the FRP occurs, to reduce the possibility of irritating damages for minor stresses or impacts. The density, flexural strength and flexural modules shall not be less than 1.5 mg/m 3., 1000 MPa and 40x10 3 MPa, respectively. It shall have minimum tensile strength, tensile modulus and compressive strength of 1000 MPa, 40x10 3 MPa and 250 MPa, respectively. The FRP shall have thermal conductivity about 0.2 w/m O C. Thermal coefficient of expansion shall be less than 10x10-6 per O K The minimum glass content shall be 60%. The weight index for stiffness and tensile strength at yield shall not be less than 0.6 and 0.9 respectively. No damage should be there while testing at impact energy of 8 joules. The level of translucency should be greater than 80% of diffused transmission that of direct light. It shall provide superior aesthetic value with incorporated colour. It shall be good fire retardant, durable and impermeable to water. Page 71 of 146

168 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. ITEM SPECIFICATION CIVIL EARTH WORK Excavation for foundation at depth as per item no. (1.1.1 to 1.1.3), including sorting out and stacking of useful materials, disposing of the excavated stuff up to 100 m. lead in any type of soil (excluding hard rocks), including refilling as per item no the trenches etc. complete, as directed. The rate shall be inclusive of dewatering if required. 1.0 General : 1.1 Any soil which generally yields to the application of pickaxes and shovels, phawaras, rakes or any such ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under this category. For materials and workmanship for earthwork and excavation, relevant specifications of IS 1200 (Part I) and IS: 3764 shall be followed. 2.0 Clearing the Site : 2.1 The site on which the structure is to be built shall be cleared and all obstructions, loose stones, materials and rubbish of all kind, bush, wood and all type trees shall be removed, as directed. The materials so obtained shall be the property of the Client and shall be conveyed and stacked as directed, within 100-m. lead. The roots of the trees coming in the sides of the trenches shall be cut and coated with hot asphalt. 2.2 All types of trees, woods etc. which requires prior permission of Govt./Forest Authority, before cutting shall be cut after obtaining such permission from them. It shall be the Contractor's responsibility to obtain such permission from the respective authorities. 2.3 The rate of site clearance is deemed to be included in the rate of earthwork, for which no extra will be paid. 3.0 Setting out : 3.1 After cleaning the site, the centerlines will be given by the Consultant and Engineer-in-charge. The Contractor shall assume full responsibility for alignment, elevation and dimension of each and all parts of the work. Contractor shall supply labours, materials, etc. required for setting out the reference marks and bench marks and shall maintain them as long as required and directed. 4.0 Excavation : 4.1 The excavation in the foundation shall be carried out in true line and level and shall have the width and depth, as shown in the drawings or as directed. The Contractor shall do the necessary shoring and strutting or shall provide necessary slopes to a safe angle or steps, as required or directed, at his own cost. No extra payment shall be made for such precautionary measures, taken. The bottom of the excavated area shall be leveled both longitudinally and transversely, as directed, by removing excess soil and watering, as required. No earth filling will be allowed for bringing it to level, if by mistake or any other reason, excavation is made deeper or wider than shown on the drawings or as directed. The extra depth or width shall be made up with concrete of the same proportion, as specified for the foundation concrete, at the cost of the Contractor. The excavation depth as per item no to shall be measured under this item. 4.2 The Contractor shall at his own expense and without extra charge make provision of supporting all utility services, lighting the trenches, separating and stacking serviceable materials neatly, shoring, timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any stage of the work. Trenches shall be kept free of water while masonry or concrete works are Page 72 of 146

169 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. in progress and till the Consultant and Engineer-in-charge considers it necessary, i.e. till the concrete is sufficiently set. 4.3 The rates for excavation items shall include for clearing of site, surface dressing, making layout of building, fixing permanent grid points with MS angle iron posts and embedding them in C.C. 1:2:4, placed sufficiently away from the building lines, establishing bench marks etc. complete. 5.0 Disposal of the Excavated Stuff : 5.1 The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground in layers, including ramming and watering etc. complete. 5.2 The Contractor shall remove the balance of the excavated quantity from the site of work, to a place, as directed, within a lead up to 100 m. and for all lift. 6.0 Mode of Measurement and Payment : 6.1 The measurement of excavation in trenches for foundation shall be made according to the sections of trenches shown on the drawing or as per sections given by the Consultant and Engineer-in-charge. No payment shall be made for surplus excavation made in excess of above requirements or due to stepping and sloping back as found necessary, on account of conditions of soil and requirements of safety. 6.2 The rate shall include for clearing the site, surface dressing, making layout of the building, fixing permanent grid points with MS iron posts, embedded in C.C. 1:2:4, placed sufficiently away from the building and establishing bench marks etc. 6.3 The rates shall include for necessary shoring, timbering and strutting for protection of sides of the excavated trenches and pits, pumping out rain or surface water at any stage of construction so as to keep the trenches/pits dry, to the satisfaction of the Consultant /Engineer-in-charge. 6.4 The rate shall include leveling and ramming the bottoms of excavations to receive concrete, etc. including trimming to slope wherever necessary etc. complete. 6.5 In filling and refilling, clods bigger than 50 mm. shall not be allowed. Only consolidated measurements of filling shall be paid. Consolidation to be done by mechanical compactor as per item no The rate shall be for a unit of one m Excavation for foundation up to 1.5 m. depth, including sorting out and stacking of useful materials, disposing of the excavated stuff up to 100 m. lead in any type of soil (excluding hard rocks), including refilling as per item no the trenches etc. complete, as directed. The relevant specifications of item no shall be followed except that the depth of excavation will be up to 2.5 m. The excavation work up to 2.50 m shall be measured and paid under this item Excavation for foundation for a depth of 1.5 to 3.0 m., including sorting out and stacking of useful materials, disposing of the excavated stuff up to 100 m. lead, in any type of soil (excluding hard rocks) including refilling the trenches as per item no etc. complete, as directed. The relevant specifications of item no shall be followed except that the depth of excavation will be from 2.5 to 5.0 m. The excavation work from 2.5 m. to 5.0 m. shall be measured and paid under this item Excavation for foundation for a depth of 3.0 to 4.5 m., including sorting out and stacking of useful materials, disposing of the excavated stuff up to 100 m. lead, in any type of soil (excluding hard rocks) including refilling the trenches as per item no etc. complete, as directed. Page 73 of 146

170 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. The relevant specifications of item no shall be followed except that the depth of excavation will be from 5.0 to 7.5 m. The excavation work from 5.0 m. to 7.50 m. shall be measured and paid under this item Filling with available excavated earth (excluding rock), in plinth & general development in layers not exceeding 15 cm. in depth, including consolidating each deposited layer by mechanical compactor and watering etc. complete as directed. 1.0 Workmanship : 1.1 The earth to be used for filling shall be free from salts, organic or other foreign matter. All clods of earth shall be broken to a size not bigger than 50 mm. 1.2 As soon as the work in foundation has been completed and measured, the sides of foundation shall be cleared of all debris, brick bats, mortar dropping etc. and filled with earth in layers not exceeding 15 cm. Each layer shall be adequately watered, rammed well and consolidated before the succeeding layer is laid. The earth shall be rammed with mechanical rammer of different capacity as per site condition. 1.3 The plinth shall be similarly filled with earth in layers not exceeding 15 cm. adequately watered and consolidated by ramming with iron rammers. When filling reaches finished level, the surface shall be flooded with water for atleast 24 hours and allowed to dry and then rammed and consolidated. 1.4 The finished level of filling shall be kept to shape and gradient, intended to receive any floor finish. 1.5 In case of large heavy duty flooring like factory flooring, the consolidation may be done by power rollers, where so specified or as directed. The extent of consolidation required shall also be as specified or as directed. 1.6 The excavated stuff of the selected type only shall be allowed to be used for filling the trenches and plinths. Under no circumstances, black cotton soil shall be used for filling the plinths. 2.0 Mode of Measurements and Payment : 2.1 The payment shall be made for filling in plinth and sides of foundations. No deductions shall be made for shrinkage or voids, if considered as instructed above. Only consolidated measurements shall be paid. 2.2 The rate includes the cost of mechanical compaction by compactors. 2.3 The rate shall be for a unit of one m Filling, in foundations and plinths & general development with murrum or selected soil obtained from outside (Contractor's earth) in layers of 15 cm. thickness, including watering, ramming well and consolidating etc. complete, as directed. 1.0 Materials : 1.1 Murrum or selected earth brought from outside shall be clean, of good binding quality and of approved quality obtained from approved pots/quarries of disintegrated rocks which contain silicones materials and natural mixture of clay of calcareous origin. The size of murrum shall not be more than 20 mm. and shall be approved by the Engineer-in-charge, before use. It shall conform to M Workmanship : Page 74 of 146

171 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.1 The relevant specifications of item no shall be followed except that the murrum or selected soil shall be filled in foundations and plinths in 15 cm. layers, including consolidating, ramming well, watering, dressing etc., complete. 3.0 Mode of Measurements and Payment : 3.1 The relevant specifications of item no shall be followed. 3.2 The rate includes cost of collecting and carting murrum or selected earth of approved quality with all lead, lift and labour required for filling in foundations and plinth. 3.3 The rate shall be for n unit of one m Filling, in foundation and plinth (under floors), with good quality sand, obtained from outside, including watering, ramming well, consolidating and dressing etc. complete, as directed. 1 Materials: Sand shall conform to M-6 2 Workmanship : 2.1 The relevant specification of item no shall be followed except that sand shall be filled in foundations and in plinth, under floors, including watering, ramming well, consolidating and dressing etc., complete. 3 Mode of Measurements and Payment : 3.1. The relevant specification of item no shall be followed The rate includes cost of collecting, carting good quality sand, with all lead, lift and labour for filling the same in foundations and in plinth, mechanical compaction The rate shall be for a unit of one m Providing and laying rubble soling in a compact manner, in plinth and for plinth protection, using suitable cut size stones 150 to 230 mm, as per the thk. of soling, covering and leveling the surface with a layer of murrum after filling the voids with smaller size of stone/metals or stone chips, including watering, ramming well and consolidating each layer. 1.0 Materials : 1.1 Stone and stone chips shall conform to M-16 and Murrum brought from outside shall be clean, of good binding quality, and of approved quality obtained from approved pots/quarries of disintegrated rocks which contain silicones materials and natural mixture of clay of calcareous origin. The size of murrum shall not be more than 20 mm. and shall be approved by the Engineer-in-charge. It shall conform to M Workmanship : 2.1 The relevant specification of item no shall be followed except that first layer of stone, of average size 150 to 230 mm. shall be laid in plinth and for plinth protection. Thereafter, the voids between the stones laid in the first layer shall be filled by hand packing the stones of smaller size or stone chips of the same stones, as directed. The voids shall be filled with smaller sized of stones. The layers then shall be rammed well and consolidated. Page 75 of 146

172 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.2 The surface of the stone layer then shall be covered and leveled with a layer of murrum. This shall then be watered and well consolidated using power driven rammers or rollers, as directed. The consolidated thickness of the above layers, totally, should be average 15/23/30 cm. thick. 3.0 Mode of Measurements and Payment : 3.1 The relevant specification of item no shall be followed. 3.2 The rate includes the cost of collecting, carting stones and murrum, with all leads, lifts and labour for la ying, hand packing and consolidating the same in plinth. 3.3 The rate shall be for a unit of one m Do- as above for 230 thk rubble soling The relevant specifications of item no shall be followed except that the thickness of rubble soling will be from 230 thk Disposing of the surplus excavated earth and/or debris etc. including loading at site, transporting & disposal, unloading, spreading and dressing etc. complete, as directed beyond the initial lead of 100 m. to 500 m. 1.0 Workmanship : 1.1 The surplus excavated earth shall be disposed off as and when directed by the Engineer-in-charge and the Consultant within 500 m. lead. The site to which the excavated earth should be disposed off shall be specified by the Engineer-in-charge. The disposal of the stuff includes loading the earth in vehicle, conveyance to the specified site, unloading and spreading the same. The Contractor should contact the Engineer-in-charge before disposing the material, i.e. when the trucks are being loaded for disposal. Every time the truck is loaded, the Engineer-in-charge shall check whether it is loaded properly to the pre-decided level and then note its number in the register used to keep the record of the trips made by the same truck. 2.0 Mode of Measurements and Payment : 2.1 The work shall be measured as 75% of the quantity, in m 3, loaded in a single truck. The total no. of trucks shall be taken from the register and the quantity shall thus be calculated. The total measurement shall be in m The rate includes for spreading, dressing etc. complete, at the specified site and shall be for a unit of one m Carrying out pre anti termite treatment with anti termite chemicals like aldrin, heptachlor, chlorophyriphos 20 EC in three parts i.e. at foundation level, at plinth level and at periphery of the building as per IS : 6313 (Part I - III)-1981, 1st revision, as directed. 1.0 Materials : The chemicals used for the soil treatment shall be only one of the following, with concentration shown against each, in aqueous emulsion. Chemical Concentration: 1. Aldrin or Termex or equivalent 0.50% (by weight) 2. Heptachlor 0.50% ( " " ) 3. Chlordane 1.00% ( " " ) Page 76 of 146

173 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.0 Workmanship : 2.1 The chemical barrier shall be complete and continuous under whole of the structure to be protected. 2.2 The bottom and the sides of foundation up to a height of 30 cm. from the bottom of excavation made for masonry foundation and for basement, and also for plinth level before floor concrete shall be treated with the chemical emulsion at the rate of 5.0 liters/m 2 20 EC of the surface area. Periphery treatment before plinth protection at the rate of 7.5 lit chemical emulsion 20 EC per meter length as per IS code or PCI standards. 2.3 The chemical treatment shall be carried out when the surface is quite dry. Chemical treatment shall not be carried out when it is raining or when the soil is wet with rain water or sub soil water. 2.4 Once formed, treated soil barriers shall be not disturbed. If disturbed, immediate steps shall be taken to restore the continuity and compactness of the barrier system. 2.5 The treatment against termite infection shall remain effective for a period not less than 10 years, from date of issue of the final certificate of completion of work. If at any time during this period, any defects in treatment are revealed or any evidence of infection in any part of the building or structure is noticed, the Contractor shall rectify the concerned defects within 15 days on receipt of notice from Engineer-in-charge. On Contractor's failure to do so, the Engineer-in-charge may get the same rectified through any other agency at the Contractor's risk and cost, and the decision of Consultant or Engineer-in-charge as to the cost payable by the Contractor for the same shall be final and binding to the Contractor. 2.6 A guarantee bond on Twenty Rupee stamp paper shall be given by the Contractor to the Client, in the manner form described below : 2.7 Reconciliation of chemicals brought on site and treated area shall be submitted on completion of job. FORM OF GUARANTEE BOND "I/We...(Contractor) hereby guarantee that work will remain unaffected and will not be in any way damaged by termite or any other germs of similar types, for a period of 10 years after completion of the work of anti-termite, as per the terms and conditions of the contract and the Contractor hereby indemnifies and agrees to save the Client from any loss and or damage that might be caused on account of termite and or other similar type of germs and hereby guarantees to make good any loss or damages suffered by the Client and further guarantees to redo the affected work without claiming any extra cost." 2.8 This guarantee shall remain force for the period of 10 years, from the completion of the work under the contract and it shall remain binding to the Contractor for period of 10 years. 2.9 The deposit at the rate of 50% of the cost of this item from the running and final bills shall be recovered and retained for the first one year after virtual completion of the work. 3.0 Mode of Measurements and Payment : 3.1 The plan area shall be measured and paid. No deduction shall be made nor extra paid for any opening for pipes, etc., up to 0.1 m 2. The rate shall include the cost of all labour and materials required for the operation involved for satisfactory completion of this item. 3.2 The rate shall be for a unit of one m 2. Page 77 of 146

174 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Supplying the following : JCb excavator including operator and all consumable Tractor trip including all labour for loading /unloading, spreading, driver & all Consumable. Page 78 of 146

175 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. PCC AND RCC WORK Providing and laying CC (cement Concrete) and curing etc. complete, excluding the cost of formwork in foundations and plinth. 1.0 Materials: Water shall conform to M-1. Sand to M-6. Cement to M-3. Stone aggregate 40 mm. nominal size to M Workmanship : 1.0 General: Before commencing concreting, the bed of foundation / trenches / Plinth shall be cleared off of all loose materials, leveled, watered and rammed, as directed. 2.0 Proportion of mix: The proportion of cement, sand and coarse aggregate shall be as per proportion and shall be so measured by volume. 3.0 Mixing: The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing, may however be allowed for smaller quantity of work, if approved by the consultant and Engineer-incharge. When hand mixing is permitted by the Architect and Engineer in-charge, in case of break down of machinery and in the interest of the work, it shall be carried out on a water tight platform and care shall be taken to ensure that the mixing is continued until the mass is uniform in colour and consistency. However in such cases, 10% more cement than otherwise required, shall have to be used without any extra cost. The mixing in mechanical mixer shall be done for a period 1.5 to 2 minutes. The quantity of water shall be just sufficient to produce a dense concrete of required workability for the purpose. 4.0 Transporting & placing the concrete 1.4 The concrete shall be handled from the place of mixing to the final position within 15 minutes by the method, as directed and shall be placed into its final position, compacted and finished within 30 minutes of mixing with water i.e. before the setting commences. 1.5 The concrete shall be laid in layers of not exceeding 20 cm in thickness. 5.0 Compacting: The concrete shall be rammed with heavy iron rammers and rapidly to get the required compaction and to allow all the interstices to be filled with mortar. 6.0 Curing: After the final set, the concrete shall be kept continuously wet, if required by ponding, for a period of not less than 7 days from the date of placement. 1.0 Mode of Measurements and Payment : 4.0 The concrete shall be measured for its length, breadth and depth, limiting dimensions to those specified on plan or as directed. 5.0 The rate shall be for a unit of one m Providing and laying CC 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm. nominal size) and curing etc. complete, in foundations and plinth. 1.0 Materials: As per item no Workmanship: Relevant specifications of item no shall be followed except that CC shall be mixed in the proportion of 1:4:8 instead of 1:3:6 by volume. Page 79 of 146

176 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 3.0 Mode of Measurements and Payment : Relevant specifications of item no shall be followed Providing and laying machine mixed and machine vibrated controlled CC grade for RCC work as per the drawing, at all floors, heights, locations and shapes & sizes for all structures, footing, slabs, beams, columns, lintels, coping, arches, sloping-curved roof, staircase, landing, Machine Foundation,Cable Trench etc, and curing, etc. complete. The item shall exclude the cost of formwork & reinforcement. 1.0 Materials: Water shall conform to M-1. Cement to M-3. Sand to M-6. Grit to M-8. Coarse aggregate M General : 2.1 The relevant specifications of item no of ordinary concrete shall be followed except that the concrete mix shall be designed from preliminary tests the proportioning of cement and aggregates shall be done by weight and necessary precautions shall be taken in the production to ensure that the required work cube strength is attained and maintained. The controlled concrete shall be in grades of M-200, M-250, M-300, M-350 & M-400, with prefix controlled added to it. The letter "M" refers to mix and numbers specify 28 days works cube compressive strength of 150 mm. cubes of the mix expressed in Kg/cm The proportion of cement, sand and coarse aggregates shall be determined by weight. The weight batch machine shall be used for maintaining proper control over the proportion of aggregates as per mix design. The strength requirements of different grades of concrete shall be as under : Grade of Compressive strength of 15 cm. cubes in Kg/cm 2. Concrete 28 days conducted in accordance with IS : Preliminary test Work test min M M M M M In all cases, the 28 days compressive strength specified in above table be the criteria for acceptance or rejection of the concrete. 2.3 Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two grades specified in the above table, such concrete shall be classified in for all purposes as concrete belonging to the lower of the two grades between which its strength lies. 2.4 To secure good exposed and normal concrete surface necessary care in formwork and concrete shall be taken. For any sub-standard results of exposed and normal surface concrete form-work and steel shall be treated as one item even though they are two separate items in bills of quantities. Page 80 of 146

177 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.5 The Contractor shall take necessary care to avoid sand streaks, air holes, honey combining etc., on finished concrete surface. 3.0 Workmanship : 3.1 The proportions for ingredients chosen shall be such that concrete has adequate workability for conditions prevailing on the work in question and can be properly compacted with means available except where it can be shown to the satisfaction of the Architect and Engineer-in-charge that the supply of properly graded aggregate of uniform quality can be maintained till the completion of work. Grading of aggregate shall be controlled by obtaining the coarse aggregate, in different sizes and blending them in the right proportions as required. Aggregate of different sizes shall be stocked in separate stock piles. The required quantity of material shall be stock piled several hours, preferably a day before use. The grading of coarse and find aggregate shall be checked as frequently as possible, the frequency for a given job being determined by the Architect and Engineer-in-charge to ensure that the suppliers are maintaining the uniform grading, as approved for samples used in the preliminary tests. 3.2 In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight. Where the weight of cement is determined by accepting the maker's weight per bag a reasonable number of bags shall be weighed separately, to check the net weight, where cement is weighed from bulk stocks at site and not by bags. It shall be weighed separately from the aggregates. Water shall either be measured by volume in calibrated tanks or weighed. All measuring equipment shall be maintained in clean and serviceable condition. Their accuracy shall be periodically checked and calibrated in standard laboratory. 3.3 It is most important to keep the specified water cement ratio constant and at its correct value. To this end, moisture content in both fine and coarse aggregates shall be determined by the Architect and Engineer-in-charge, according to the weather conditions. The amount of mixing water shall then be adjusted to compensate for variations in the moisture content. For the determination of moisture content in the aggregates, IS : 2386 (Part III) shall be referred to. Suitable adjustments shall also be made in the weights of aggregates due to variation in their moisture content. 3.4 The minimum cement content for the various mixes shall be as under. Cement shall be Ordinary Portland Cement only. MIX MINIMUM CEMENT/Cum. MIX MINIMUM EMENT/Cum. M Kg. M Kg. M Kg. M Kg. M Kg. M Kg. 3.5 All RCC works shall be carried out as per the detailed drawings and direction of Architects and Engineer-in-charge. 4.0 Mode of Measurements and Payment : 4.1 The relevant specifications item no shall be followed except that the controlled concrete RCC work for work as specified in item shall be measured under this item. The rate excludes cost of formwork and reinforcement and is for any cross sectional area of the members specified in the Page 81 of 146

178 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. item. Minimum cement content 325 kg/m3 4.2 The rate shall be for a unit of one m Do-as-above for CC M Materials & Workmanship: The relevant specifications of item no shall be followed except that the grading of concrete shall be controlled concrete M-20 grade, for the work as specified in item. Minimum content :- 1) cement -260 kg/m3. 2) Fly ash 65 kg/m Mode of Measurements and Payment: 2.1 The relevant specifications of item no shall be followed and rate excludes the cost of formwork and is for any cross sectional area of the members, at any floor, height, level and in any position. 2.2 The rate shall be for a unit of one m Do-as-above for CC M Materials and Workmanship: The relevant specifications of item no shall be followed except that the grading of concrete shall be controlled concrete M-25 grades for the works as specified in the item. Minimum content :- 1) cement -290 kg/m3. 2) Fly ash 70 kg/m Mode of Measurements and Payment: 2.1 The relevant specifications of item no shall be followed. The rate shall be for a unit of one m Do-as-above for CC M Materials and Workmanship: The relevant specifications of item no shall be followed except that the grading of concrete shall be controlled concrete M-25 grades for the works as specified in the item. Minimum content :- 1) cement -340 kg/m3. 2) Fly ash 80 kg/m Mode of Measurements and Payment: 2.1 The relevant specifications of item no shall be followed. The rate shall be for a unit of one m CC M-20 :- Do as above but with ready mix concrete (RMC) CC M-25 :- Do as above but with ready mix concrete (RMC) CC M-30 :- Do as above but with ready mix concrete (RMC) Extra for providing and mixing chemical additives & admixtures, as approved by the Consultant & Engineer-in-charge, as per the specifications stipulated by the manufacturer. (The make and its technical specifications must be specified herein.) 1.0 Materials: The additives and admixture materials shall be as per the manufacturer's standards. They shall conform to M-67. Page 82 of 146

179 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.0 Workmanship: The additives and admixtures used for different purpose shall be as specified by manufacturer. 1.0 Mode of Measurements and Payment: The rate shall be for a unit of one Kg Concrete adhesives for old & new concrete joint Concrete Water proofing additives Concrete Plasticizer Concrete Rapid hardening additives Concrete Curing compound Non shrink grouting None shrink grouting material for pocket of foundation bolts & under base plate. 1.0 Materials: The additives and admixture materials shall be as per the manufacturer's standards. They shall conform to M Workmanship: The additives and admixtures used for different purpose shall be as specified by manufacturer. 1.0 Mode of Measurements and Payment: The rate shall be for a unit of one m Charges for making holes in RCC beam/slab with diamond core cutter. 1.0 Workmanship: The work shall be carried out in true line and level and shall have the dia, as shown in the drawings or as directed. The Contractor shall at his own expense and without extra charge make provision of supporting all utility services. If there is any damage to the adjoining property, injury to workers etc. due to the negligence of the Contractor, he will be responsible and liable to all the consequences, including compensation. 2.0 Mode of Measurements and Payment: 2.1 The rate shall be for a unit of rmt mm dia mm dia to 200mm dia Page 83 of 146

180 PROPOSED CATTLE FEED FACTORY, KAPADVANJ mm to 300 mm dia Drilling And fixing reinforcement dowel of following diameter by using chemical grout of HILTI-HY 150or equivalent. Fixing shall be carried out though authorized applicator of the company, and as per supplier specification. 1.0 Workmanship & Mode of Measurements and Payment: The relevant specifications of item no shall be followed except that the Chemical used for grout purpose shall be as specified by manufacturer. The rate shall be for a unit of per no mm dia mm dia mm dia mm dia mm dia Providing and fixing in expansion joints, Capcell HD 100, of specified thick Supreme or equivalent ( Polyethylene foam filler) of the best quality, including cutting to required size and shape, at all levels as per suppliers specifications, etc. complete, as directed. 1.0 Materials & workmanship: The work shall be carried out in good workmanship. The rate shall be for a unit of sqm Do-as-above for 25 mm thk Supreme or equivalent ( Polyethylene foam filler) 1.0 The relevant specification of item no shall be followed except that the 25 mm thk supreme or equivalent (Polyethylene foam filler) shall be used. The rate shall be for a unit of sqm Do-as-above for 50 mm thk Supreme or equivalent ( Polyethylene foam filler) 1.0 The relevant specification of item no shall be followed except that the 50 mm thk supreme or equivalent (Polyethylene foam filler) shall be used. The rate shall be for a unit of sqm Providing,Laying & filling the expansion joints of specified size with polysulphide sealant as per supplier's specifications including cleaning, scraping the joints, filling with necessary back up PU rod of supreme or equivalent, repairing the broken edges with polymer mortar(plaster) /epoxy mortar(rcc)& abro tap to line level complete as directed. 1.0 The relevant specification are as per item no the shall be for a unit of rmt Do-as-above for 10 x 25 mm with polysulphide sealant. 1.0 The relevant specification are as per item no the shall be for a unit of rmt Do-as-above for 15 x 50 mm with polysulphide sealant. Page 84 of 146

181 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 1.0 The relevant specification are as per item no the shall be for a unit of rmt. CENTERING & FORMWORK Providing formwork of ordinary timber planking, shuttering plywood and/or steel plates so as to give rough finish, including centering, shuttering, strutting and propping, etc. complete, at (0 to 6, 6 to 12, 12 to 18,18 to 24 & 24 to 32m height) and removal of the same for in-situ reinforced concrete and plain concrete work, in foundations, footings, bases of columns, retaining walls, columns, beams, flat slab, stair, lintel, chajjas, Machine Foundation water retaining structure etc. and mass concrete. 1.0 Materials: 1.1 The shuttering to be provided shall be of ordinary timber planks shall conform to M- 26A. Shuttering plywood shall conform to M-26B. 1.2 The dimensions of scantling and battens shall conform to the design. The strength of the wood shall not be less than that assumed in the design 2.0 Workmanship: 2.1 The form work shall conform to the shape, lines and dimensions as shown on the drawings and shall be so constructed so as to remain sufficiently rigid and water-tight, during the placement and compaction of the concrete. Adequate arrangement shall be made by the Contractor to safe guard against any settlement of the form work during the course of concreting and after concreting. The formwork of shuttering, centering, scaffolding, bracing, etc. shall be as per the design. False staging should be erected with Acro-props or H frames only. 2.2 Cleaning & Treatment of Forms : All rubbish, particularly chipping, shaving and saw dust shall be removed from the interior of the form before the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or treated. The surface shall be coated with soap solution, applied before concreting is done. Soap solution for the oil or from oil of approved manufacture may be applied, incase steel shuttering is used. Care shall be taken that the coating is not applied on the construction joints surface and steel reinforcement bars. 2.3 Stripping Time: In normal circumstances and where ordinary Portland cement is used, form work may be struck after expiry of the following periods: (a) Sides of walls columns and vertical faces of beams (b) Beam soffits (Props left under) 24 to 48 hours. 7 days. (c) Removal of props for slabs - (i) Slabs spanning upto 4.5 m. 7 da ys. (ii) Slabs spanning over 4.5 m. 14 days. (d) Removal of props to beams and Arches - (i) Spanning upto 6 m. 14 days. (ii) Spanning over 6 m. 21 Days. 2.4 Procedure while removing the form work : All form work shall be removed without such shocks or vibrations as would damage the reinforced concrete surface. Before the soffit form work and struts are removed, the soffits and the concrete surface shall be exposed where necessary, in order to ascertain that the concrete has sufficiently hardened. 2.5 Centering : Page 85 of 146

182 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safety of the form work and concrete work before, during and after pouring concrete till it achieved full strength. Watch should be kept to see that behavior of centering and form work is satisfactory during concreting. Erection should also be such that it would allow removal of forms in proper sequence without damaging either the concrete or the forms to be removed The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads, without any settlement The centering and form work shall be inspected and approved by the Engineer-in-charge, before concreting. But this will not relieve the Contractor of his responsibility for strength, adequacy and safety of form work and centering. If there is a failure of form work or centering, the Contractor shall be responsible for the damages to the work, injury to life and damage to property. 2.6 Scaffolding: All scaffolding, hoisting arrangements and ladders, etc. required for facilitating of concreting shall be provided and removed on completion work by Contractor, at his own expense. The scaffolding, hoisting arrangement, ladders etc. shall be strong enough to withstand all live, dead and impact loads expected to act and shall be subject to the approval of the Architect and Engineer-in-charge. However, Contractor shall be solely responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workmen, etc The scaffolding, hoisting arrangements and ladders shall allow easy approach to the work spot and afford easy inspection. 2.7 Reuse: Before re-use, all forms shall be inspected by the Engineer-in-charge and their suitability shall be ascertained. If, any of the forms are found to be unsuitable, they shall be immediately removed from the site. The forms ascertained for re-use, shall be scarred, cleaned, and joints gone over and repaired, wherever required. The inside surface shall be retreated to prevent adhesion to concrete. 3.0 Mode of Measurements and Payment: 3.1 Form work shall be measured as an area in m 2. of shuttering in contact with concrete except in the case of inclined members and portion of curved pro-files, in which case, only area of underside shall be measured for payment. 3.2 Form work to secondary beams shall be measured upto the sides of main beams but no deduction shall be made from the form work of the main beam at the inner section point. No deduction shall be made from the form work of a column at inner section of beams. 3.3 The rate is applicable to all conditions of working and height upto 6.0 m.. The rate shall include the cost of materials, its transportation at site and labour for various operations involved such as : (a) Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering, strutting, propping, bolting, nailing, wedging, easing, striking and removal. (b) Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm. width to beams, columns and the like. (c) Temporary opening in the forms for pouring concrete. (d) Scarring, removal of rubbish, dressing with oil to prevent adhesion of concrete with shuttering, Page 86 of 146

183 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. (e) Raking or circular cutting. (f) Making necessary grooves, gissis, Architectural cut-outs, pockets and drip moulds. The rate is for the completed item. 3.4 The rate shall be for an unit of one m Do-as- above but height of propping and centering below supporting floor to celling not exceeding 6.0m The relevant specifications of item no shall be followed Extra over item no for further additional height of propping and centering by steel H frames only where the height of propping and centering exceeds 6.0 m. between supporting floor to ceiling, including temporary masonry work/stone pillars for supporting as required. (Height more than 6.0 m. and up to 12.0 m.) 1.0 Material and Workmanship: The relevant specification of item no shall be followed except that the height of propping and centering between supporting floor to ceiling exceeds 6.0 m. upto 12.0 m. 2.0 Mode of Measurements and Payment: 2.1 The payment shall be made for the false staging work. This will be paid only if there is no slab/platform in between and extra staging is necessary. Extra over and above the payment made for form work of slab in relevant items. The work of false staging shall be measured is m 2. The relevant specification of item no shall be followed. The rate includes the cost of providing stone or masonry temporary pillars for supporting, as required without any extra cost. 2.2 The rate shall be for an unit of one m Extra over item no for further additional height of propping and centering by steel H frames only where the height of propping and centering exceeds 12.0 m. between supporting floor to ceiling, including temporary masonry work/stone pillars for supporting as required. (Height more than 12.0 m. and up to 18.0 m.) The relevant specification of item no shall be followed except that the height of propping and centering between supporting floor to ceiling exceeds 12.0 m. up to 18.0 m Extra over item no for further additional height of propping and centering by steel H frames only where the height of propping and centering exceeds 18.0 m. between supporting floor to ceiling, including temporary masonry work/stone pillars for supporting as required. (Height more than 18.0 m. and up to 24.0 m.) The relevant specification of item no shall be followed except that the height of propping and centering between supporting floor to ceiling exceeds 18.0 m. up to 24.0 m Extra over item no for further additional height of propping and centering by steel H frames only where the height of propping and centering exceeds 24.0 m. between supporting floor to ceiling, including temporary masonry work/stone pillars for supporting as required. (Height more than 24.0 m. and up to 32.0 m.) Page 87 of 146

184 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. The relevant specification of item no shall be followed except that the height of propping and centering between supporting floor to ceiling exceeds 24.0 m. up to 32.0 m. REINFORCEMENT Supplying and fixing in position TMT FE grade steel reinforcement for RCC structures as per design including transporting steel to the work site, handling, cutting, bending and binding with wires, welding if necessary etc. for all floors/levels complete as directed by Engineer. Measurement will be made on the length basis and converted into weight by using standard IS co-efficient (rolling margin's and wastage will not be paid). The rate shall be inclusive of PVC cover or Chairs, spacers, separators and binding wire-1 mm thick. 1.0 Materials: TMT Bar shall conform to M-19B. Mild steel binding wires to M Workmanship : 2.1 The work shall consist of furnishing and placing reinforcement to the shape and dimensions, as shown on the drawings or as directed. 2.2 Steel shall be clean and free from rust and loose mill scale, at the time of fixing in position and subsequent concreting. 2.3 Reinforcing steel shall conform accurately to the dimensions given in the relevant drawings. Bars shall be bent cold to specified shape and dimensions or as directed using a proper bar bender, operated by hand or power to attain proper radius of bends. Bars shall not be bent or straightened in a manner that will injure the material. Bars bent during transportation or handling shall be straightened before being used on the work. They shall not be heated to facilitate bending. The radius of the bend shall not be less than twice the diameter of the round bar and the length of straight part of the bar beyond the end of the curve shall be at least 4 times the diameter of the round bar. In case of bars which are not round and incase of deformed bars, the diameter shall be taken as the diameter of circle having an equivalent effective area. 2.4 All the reinforcement bars shall be accurately placed in exact position shown on the drawings and shall be securely held in position during placing of concrete by annealed binding wire not less than 1 mm. in size and by using stay blocks or metal chair spacers, metal hangers, supporting wires or other approved devices at sufficiently close intervals. Bars shall not be allowed to sag between supports nor displaced during concreting or any other operations of the work. All devices used for positioning shall be of non-corrodible material. Wooden and metal supports shall not extend to the surface of concrete, except where shown on drawing. Placing bars on layers of freshly laid concrete as the work progresses for adjusting bar spacing shall not allowed. Pieces of broken stone or brick and wooden blocks shall not be used. Layers of bars shall be separated by spacer bars, Pre cast mortar blocks or other approved devices. Reinforcement after being placed in position shall be maintained in a clean condition until completely embedded in concrete. Special care shall be exercised to prevent any displacement of reinforcement in concrete already placed. To prevent reinforcement from corrosion, concrete cover shall be provided as indicated on drawing. All the bars projecting from concrete and to which other bars are to be spliced and which are likely to be exposed for a period exceeding 10 days shall be protected by a thick coat of neat cement grout. 2.5 Bars crossing each other where required shall be secured by binding wires (annealed) of size not less than 1 mm., in such manner than they do not slip over each other at the time of fixing and concreting. 2.6 As far as possible, bars of full length shall be used. In case this is not possible, overlapping of bars shall be done as directed. Where directed, where practicable, overlapping bars shall not touch each other, but be kept apart by 25 mm. or 1.25 times the maximum size of the coarse aggregate, whichever is greater by concrete between them. Where not feasible, overlapping bars shall be Page 88 of 146

185 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. bound with annealed wires not less than 1 mm. thick, twisted tight. The overlaps shall be staggered for different bars and located at points along the span where neither shear nor bending movement is maximum. 2.7 Whenever indicated on the drawings or desired by the Architect and Engineer-in-charge, bars shall be joined by couplings which shall have a cross section sufficient to transmit the full stresses of bars. The ends of the bars that are joined by coupling shall be upset for sufficient length so that the effective cross sectional the base of threads is not less than normal cross section of the bar. Threads shall be standard threads. Steel coupling shall conform to IS : When permitted or specified on the drawings, joints of reinforcement bars shall be butt-welded so as to transmit their full stresses. Welded joints shall preferably be located at points when steel will not be subject to more than 75 % of the maximum permissible stresses and welds so staggered that any one section not more than 20 % of the rods are welded. Only electric are welding using a process which excludes air from the molten metal and conforms to any or all other special provisions for the work shall be accepted. Suitable means shall be provided for holding bars securely in position during welding. It shall be ensured that no voids are left in welding and when welding is done in 2 or 3 stages, previous surface shall be cleaned properly. Ends of the bars shall be cleaned of all loose scale, rust, grease paint and other foreign matter before welding. Only competent welders shall be employed on the work. The M.S electrodes used for welding shall conform to IS: 814. Welded pieces of reinforcement shall be tested. Specimen shall be taken from the actual site and their number and frequency of test shall be as directed. 3.0 Mode of Measurements and Payment : 3.1 Reinforcement shall be measured in length including overlaps, separately for different diameters as actually used in the work. Where welding or coupling is resorted to in place of lap joints, such joints shall be measured for payment as equivalent length of overlap as per design requirement. From the length so measured, the weight of reinforcement shall be calculated in tones on the same basis of as per M-18. Length shall include hooks at the ends. The wastage and annealed steel wire for binding shall not be measured and the cost of these items shall be needed to be included in the rate for reinforcement. 3.2 The rate for reinforcement includes cost of mild steel binding wires and its carting. Cutting, bending, placing, binding and fixing in position as shown on the drawings and as directed. It shall also include all devices like chairs, pins etc. for keeping reinforcement in approved position, cost of joining as per approved method and all wastage, covers and spacer bars. 3.3 The rate shall be for a unit of one Kg. Page 89 of 146

186 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. M AS O N AR Y W O R K Brick work using common burnt clay conventional building bricks, having crushing strength not less than 50 Kg/cm 2., in foundations and plinth, in CM 1:4 (1 cement : 4 sand), including curing, scaffolding, etc. complete, as directed. 1.0 Materials: Water shall conform to M-1. Cement to M-3. Sand to M-6. Brick to M-15. Cement mortar to M Workmanship: 2.1 Proportion: The proportion of the CM shall be 1:4 (1 cement: 4 sand), by volume. 2.2 Soaking of bricks: The bricks required for masonry shall be thoroughly wetted with clean water for about 4 hours before use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of thorough wetting of bricks. 2.3 Laying: Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except when necessary to complete the bond; closer and in such case it shall be cut to required size and used near the ends of walls A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first be properly bedded and set home by gently tapping with the handle of the trowel or wooden mallet. Its inside face shall be flushed with mortar before the next brick is laid and pressed against it. On completion of the course, the vertical joints shall be fully filled from the top, with mortar The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. Vertical joints in alternate courses shall generally be in one vertical plane. The thickness of brick course shall be kept uniform The bricks shall be laid with the frog facing upwards. A set of tools comprising of wooden straight edges, manson's spirit level, square half meter rub, pins, string and plumb shall be kept on the site of work for frequent checking during the progress of work Both the faces of walls, having thickness greater than 23 cm. shall be kept in proper plumb. All the connected brick work shall be kept not more than 1 m. over the rest of the work. Where this is not possible, the work shall be raked back according to bond (and not left toothed) at an angle not steeper than 45 O All the fixtures, pipe outlets of water, holdfasts of doors and windows, etc. which are required to be built in the wall shall be embedded in CM, as per the drawings or as directed. 2.4 Joints: Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joints shall not exceed 12 mm. The face joints shall be raked out as directed by taking tools daily, during the progress of work, when the mortar is still green so as to provide key for plaster or pointing to be done, subsequently The face of bricks shall be cleaned everyday on which the brick work is laid and all mortar dropping shall be removed. Page 90 of 146

187 PROPOSED CATTLE FEED FACTORY, KAPADVANJ At the end of day's work or on holidays the top of unfinished masonry shall be kept wet. If the mortar becomes dry, white or powdery, for want of curing, work shall be pulled down and rebuilt at Contractor's expense. 2.5 Curing : Fresh work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for minimum period of 7 days. The top of masonry work shall be kept well wetted at the end of the day's work. 2.6 Preparation of foundation bed : If the foundation is to be laid directly on the excavated bed, the bed shall be levelled, cleared off of all loose materials, cleaned and wetted before starting masonry work. If masonry is to be laid on concrete footing, the top of concrete shall be roughened, cleaned and moistened. The Contractor shall obtain approval of the Engineer-incharge for the foundation bed, before foundation masonry is started. When pucca flooring is to be provided flush with the top of the plinth, the inside of the plinth wall shall be lowered down having an offset of the same thickness of the flooring with respect to the outside plinth wall top or as directed. 3.0 Mode of Measurements and Payment : 3.1 The measurement of this item shall taken for the brick masonry fully completed in foundation upto plinth. The limiting dimensions not exceeding those shown on the drawings or as directed shall be final. Battered, tapered and curved portions shall be measured net. 3.2 No deduction shall be made from the quantity of brick work, nor any extra payment shall be made for embedding in masonry or making holes in respect of following items : (1) End of joists beams, posts, girders, rafters, purlins, trusses, corbel, steps etc. where cross sectional area does not exceed 500 cm 2. (2) Architectural openings in walls, parapet and compound walls, not exceeding 1.0 m 2. area. (3) Wall plates and bed plates, bearing of slabs, chhajjas and the like whose thickness does not exceed 10 cm. and the bearing does not extend to the full thickness of wall. (4) Drainage holes, recesses for cement concrete blocks to embed hold fasts for doors, windows etc., forming too things, grooves etc. and providing cramps for holding stone lining. (5) Iron fixtures, pipes upto 300 mm. dia.; holdfasts and doors and windows built into masonry and sanitary and water supply pipes, etc., for concealed electrical wiring and any other fixtures or inserts. (6) Forming chases of section not exceeding 350 cm 2. in masonry. 3.3 Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs, throating and making arches over the aperture be paid for separately. The rate shall include for work of any shape e.g. pillars of any size and shape, curved or tapered walls, drip courses, projections, parapets, load bearing walls, sills, ottas, steps, tank walls, platforms and counter walls, ducts, channels and architectural moldings like corbelling, pattas, etc. 3.4 The rate shall be for an unit of one m 3. Page 91 of 146

188 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Brick work using common burnt clay conventional building bricks, having crushing strength not less than 50 Kg/cm², in super structure above plinth, for all floor levels, at any height and level, in any position, in C.M. 1:6, including curing, scaffolding, etc. complete, as directed. 1.0 Materials: Brick shall conform to M-15. Cement mortar to M Workmanship: 2.1 The relevant specifications of item no shall be followed except that the masonry work shall be carried out above plinth level upto floor levels i.e. for height as specified in the special conditions & brick masonry work shall be carried out with conventional bricks using CM in proportion 1: The frames of doors, windows, cupboards, etc. shall be housed into the brick work at the correct location and level, as directed. The heavy steel doors, windows frames, etc. shall be built in with brick work, but for ordinary steel doors and windows, required opening for frames, hold-fasts, etc. shall be left in the wall and frames shall be embedded later on in order to avoid damage to the frames. 2.3 Necessary scaffolding shall be provided by the Contractor. The supports of the scaffolding shall be sound and strong, tied together with horizontal pieces over which the scaffolding planks shall be fixed. Normally simple scaffolding only shall be allowed. In this case horizontal pieces of the scaffolding shall rest in the holes, made in the header coarse only. Minimum number of holes shall be left in brick work for supporting horizontal member of the scaffolding. 2.4 The Contractor is responsible for providing and maintaining sufficiently strong scaffolding so as to withstand all loads likely to come upon it. 2.5 For the face of brick work, where plastering is to be done, joints shall be racked out to a depth not less than the thickness of the joints. The face of brick work shall be cleaned off of mortar dropping and other foreign matters at the end of day's work. 3.0 Mode of Measurements and Payment: 3.1 The masonry work above plinth level to floor levels shall be measured and paid under this item. 3.2 Brick work in parapet shall be measured in the corresponding masonry item. 3.3 No deduction shall be made from quantity of brick work, nor extra payment shall be made for embedding in masonry or making holes in respect of following items: (1) Ends of joists, beams, posts, rafters, purlins trusses corbel, step etc. where cross sectional area does not exceed 500 cm 2. (2) Architectural openings in walls, parapet and compound walls, not exceeding 1000 cm 2. area. (3) Wall plate, sand bed plates, bearing of slab, chhajjas and like whose thickness does not exceed 10 cm. and the bearing does not extend the full thickness of wall. (4) Drainage holes, recesses for cement concrete blocks to embed hold fasts for doors, windows, etc., forming too things, grooves etc. and providing cramps for holding stone lining. Page 92 of 146

189 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. (5) Iron fixture, pipes upto 300 mm. dia hold fasts of doors, and windows built into masonry and sanitary and water supply pipes etc., for concealed electrical wiring and any other fixtures or inserts. (6) Forming chases of section not exceeding 350 cm 2. In masonry. (7) Apertures for fire places shall not be deducted nor shall extra labour required to make spraying of Jambs, throating and making trenches over the aperture be paid for separately. The rate shall include for work of any shape e.g. pillars, curved or tapered walls, drip courses, projections, parapets, load walls, sills, ottas, steps, tank walls, platform and counter walls, ducts, channels and architectural mouldings like corbelling, pattas, etc. 3.4 The rate shall be for a unit of one m Half brick, 4½" thick masonry in common burnt clay conventional building bricks, having crushing strength not less than 50 Kg/cm², for all floors, at any height and level, in any position, in C.M. 1:4 (1 cement : 4 sand), including curing, scaffolding, etc. complete, as directed. 1.0 Materials: Bricks shall conform to M-15. Water to M-1. Cement to M-3. Sand to M-6. Cement mortar to M Workmanship: 2.1 Relevant specifications of bricks, wetting and laying of brick, joints, curing, etc. shall conform to item no except that the brick work of half bricks, 115 mm. thick shall be carried out, in foundation and plinth. 2.2 Cement mortar used in masonry work shall be in proportion of 1 part of cement and 4 parts of sand, by volume. 2.3 All bricks shall be laid stretcher wise, breaking joints with those in the upper and lower courses. The wall shall be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. The bricks shall be laid with frogs upwards. A set of mason's tools shall be maintained on work site as required for frequent checking. 2.4 The joints in course where reinforcement is placed shall allow sufficient mortar cover to the reinforcement. 3.0 Mode of Measurements and Payment: 3.1 The half brick masonry work in foundation and plinth shall be measured under this item, the limiting dimensions shall not exceed those shown in the plan or as directed. Any work done extra over the specified dimensions shall not be measured and paid for. 3.2 The rate shall be for a unit of m Charges for making holes in brick work with drilling machine. 1.0 Workmanship & Mode of Measurements and Payment: The relevant specifications of item no shall be followed. The rate shall be for a unit of per no mm dia to 200 mm dia Page 93 of 146

190 PROPOSED CATTLE FEED FACTORY, KAPADVANJ to 300 mm dia DOORS WINDOWS & ROLLING SHUTTER Providing and fixing Steel Doors, Windows and Ventilators of approved manufacturer and of required ssize, as per approvsed drawing, design and direction. 1.0 Materials: Hot rolled steel sections for the fabrication of steel doors, windows and ventilators shall conform to IS: 7452, which are suitable for, single glazing.pressed steel door frames for steel flush doors shall be out of 1.25mm thick mild steel sheets of profiles as per IS : 4351.Transparent sheet glass shall conform to the requirements of IS : Wired and figured glass shall be as per IS : 5437.Builder s hardware of fittings and fixtures shall be of the best quality from the approved manufacturers. 2.0 Workmanship: All steel doors, windows and ventilators shall be of the type as specified in the respective items of work and of sizes as indicated in the Drawings prepared by the Contractor.Steel doors, windows and ventilators shall conform to the requirements as stipulated in IS : Steel windows shall conform to IS : 1361, if so specified Doors, windows and ventilators shall be of an approved manufacture. Fabrication of the unit shall be with rolled section, cut to correct lengths and metered. Corners shall be welded to form a solid fused welded joint conforming to the requirements of IS : Tolerance in overall dimensions shall be within ±1.5mm. The frames and shutters shall be free from wrap or buckle and shall be square and truly plain. All welds shall be dressed flush on exposed and contact surfaces. Punching of holes, slots and other provisions to install fittings and fixtures later shall be made at the correct locations as per the requirements. Samples of the units shall be got approved by engineer before further manufacture/purchase by the Contractor Type and details of shutters, hinges, glazing bar requirement, couplings, locking arrangement, fittings and fixtures shall be as described in the respective items of work and / or as shown in the Drawings for single or composite units For windows with fly proof mesh as per the item of work prepared by the Contractor, rotor operator arrangement, for the operation of the glazed shutters from the inside shall be provided Pressed steel door frames shall be provided with fixing lugs at each jamb, hinges, lock-strike plate, mortar guards, angle threshold, shock-absorbers of rubber or similar material as per the requirements of IS : Pressed steel doorframes shall be fixed as `built-in as the masonry work proceeds. After placing it plumb at the specified location, masonry walls shall be built up solid on either side and each course grouted with mortar to ensure solid contact with the doorframe, without leaving any voids. Temporary struts across the width shall be fixed, during erection to prevent bow/sag of the frame Door shutters of flush welded construction shall be 45mm thick, fabricated with two outer skills of 1.25mm thick steel sheets, 1mm thick steel sheet stiffeners and steel channels on all four edges. Double shutters shall have meeting stile edge beveled or rebated. Provision of glazed viewing panel, louvers shall be made as per the items of works and/or Drawings prepared by the Contractor. Shutters shall be suitably reinforced for lock and other surface hardware and to prevent sagging/twisting. Single sheet steel door shutters shall be fabricated out of 1.25mm thick steel sheets, mild steel angles and stiffeners as per the Drawings Doors, windows and ventilators shall be fixed into the prepared openings. They shall not be built-in as the masonry work proceeds, to avoid distortion and damage of the units. The dimensions of the masonry opening shall have 10mm clearance around the overall dimensions of the frame for this purpose. Any support of scaffolding members on the frames/glazing bars is Page 94 of 146

191 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. prohibited Glazing of the units shall be either with flat transparent glass or wired / figured glass of the thickness as specified in the items of works prepared by the Contractor. All glass panels shall have properly squared corner and straight edges. Glazing shall be provided on the outside of the frames Fixing of the glazing shall be either with spring glazing clips and putty conforming to IS:419 or with metal beads. Pre-formed PVC or rubber gaskets shall be provided for fixing the beads with the concealed screws. The type of fixing the glazing shall be as indicated in the items of work and/or in Drawings prepared by the Contractor Steel doors, windows and ventilators shall be provided with finish of either painting as specified or shall be hot dip galvanized with thickness of the zinc coating as stipulated all as described in the respective items of works The material of the Builders hardware of fittings and fixtures of chromium plated steel, cast brass, brass copper oxidized or anodized aluminum shall be as specified in the items. The number, size and type of fittings and fixtures shall be as in the Drawings /items of works Installation of the units with fixing lugs, screws, mastic caulking compound at the specified locations shall generally conform to the requirements of IS:1081. Necessary holes etc required for fixing shall be made by the Contractor and made good after installation. Workmanship expected is of a high order for efficient and smooth operation of the units. 3.0 Mode of Measurements and Payment: The item shall be measured and paid in m2. No hidden measurements shall be measured and paid. Only actual visible measurement shall be measured and wastage shall not be permitted Providing and fixing 38 mm. solid core flush type door with heavy Z section frame complete of approved manufacturer and of required size, as per approved drawing, design and direction. The rate shall also include 4 nos. of heavy M.S. oxidized parliamentary or butt hinges, necessary fixtures and fittings of heavy quality., as directed and as approved by the Architect and Engineer-in-charge, including 3 coats of painting. 1.0 Materials & workmanship: The relevant specific of item no shall be followed. 2.0 Mode of Measurements and Payment: The item shall be measured and paid in m Providing and fixing aluminum Doors, Windows and Ventilators with approved 50 micron pure polyester powder coating of uniform shade and finish as mentioned in drawings /approved the rate shall also include for required pre-treatment to sections such as cleaning, buffing, chromating etc. complete as per approval of architect /consultant.the rates quoted shall be inclusive of manufacture supply and installation at site, and inclusive of all the necessary accessories siliconised rubber gaskets, loacks, transport, lobour charges, insurance, storage and safe custody,etc complete. The rates shall also be inclusive of providing and applying neutral grade sealant of approved make weather or structural with ordinary gun or compressed air operated gun as per the requirement and making the joints around aluminium doors, windows curtain wall glazing,ventilators etc. watertight as directed by the architect and site engineer. Kg based aluminium items specified in the BOQ will be paid only measuring the weight of the aluminium sections. However the rates shall be inclusive of all the items specified in the item description. Page 95 of 146

192 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 1.0 Preamble: Providing and applying approved 25 micron color anodized sections /50 micron pure polyester powder coating of uniform shade and finish as mentioned in drawings /approved. the rate shall also include for required pre-treatment to sections such as cleaning, buffing, chromating etc. complete as per approval of architect /consultant.the Tenderer has to submit their powder coating / anodizing /process by which they wish to perform the work. Arrangement for the equipments to measure the thickness of anodized / power coating sections to be made by the contractor. The contractor shall have to give a guarantee bond, for powder coating / amnodizing, on appropriate stamp paper for a period of 10 years.in this period he shall attend to and rectify all complaints without casing any inconvenience to the owner /client.the form of guarantee bond shall be as prescribed below: I/We (contractor) hereby guarantee that work shall remain unaffected and shall not be in any way damaged by atmospheric conditions, For a period of 10 years after the completion of work of powder coating /anodizing the aluminum doors as per the terms and conditions of the contract and guarantees to redo the affected work without claming any extra cost. 1.1 In case of alteration items of M.S windows standard Z sections, M.S. rolled or fabricated sections to any shape including bending as per requirement are to be used matching to the respective aluminium sections. The windows shall be painted with minimum two coats of spray enamel paint (of approved make and shade) over zinc chromate yellow oxide and with steel putty etc. Complete as per design, direction and approved sample. 1.2 The windows and doors are to be fixed with the external finished surface (either stone cladding /external plaster ) and hence all the necessary EPDM rubber or wood packings /rough ground, fastners of fisher / hilti, polyurethane backer road of the minimum 10mm size. Neutral grade silicon weather sealant minimum 10 x 6 mm (between the frame and wall or other surface all around) shall be provided within the rate quoted so as to make the junctions fully water tight /air tight as per the drawings. 1.3 Approved make selected clear glass (clear /frosted) / wired glass of specified thickness (5 to 12mm) as mentioned in the drawings shall be used in doors. Wired glass /frosted glass louvers shall be provided wherever shown in the drawings after grinding the edges. 1.4 Necessary hardware like locking arrangement with pin cylinder locks, mortised locks, SS baby latch (occupied /vacant) SS push /pull or mortised handle, heavy quality hinges /pivot, concealed tower bolts,etc of approved make & design (by architect) as per the drawings and as per SOQ. floor springs and door closer shall be measured and paid as per mentioned in BOQ/SOQ. 1.5 All gaskets used shall be 100% EPDM/ siliconised rubbers gaskets of approved colour for long life guarantee. 1.6 Necessary operating devise (as per design ) for operation of louvers of windows, ventilators, sky lights,including necessary, rods shall be provided without any, extra cost. 1.7 The rates quoted shall be inclusive of manufacture supply and installation at site, and inclusive of all the necessary accessories EPDM rubber strips/siliconised rubber strip, loacks, road, excise, taxes, VAT, transport, lobour charges, insurance, storage and safe custody,etc complete. 1.8 The rates shall also be inclusive of providing and applying neutral grade sealant of approved make weather or structural with ordinary gun or compressed air operated gun as per the requirement and making the joints around aluminium doors, windows curtain wall glazing etc. Page 96 of 146

193 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. watertight. On the external periphery of the building at the junction of two different materials as directed by the architect and site engineer. The contractor shall have to give a guarantee bond, for water tightness, on appropriate stamp paper for a period of 10 years in this period he shall attend to and rectify all complaints without causing any inconvenience to the owners/client. The form of guarantee bond shall be as prescribed below: I / We (contractor) hereby guarantee that work shall remain unaffected and shall not be in any way damaged by atmospheric conditions for conditions, for a period of 10 years after the completion of the work of applying sealant and making the joints around aluminium doors watertight on the external periphery of the building at the junction of two different materials as per the terms and conditions of the contrite and guarantees to redo the affected work without claiming any extra cost. 1.9 Necessary provision for rain water disposal shall be done in the bottom guides /frames as directed and approved by architect Offer must be in accordance with detailed drawings with dimensions of aluminium sections in frames and shutters and shutters as shown in drawing. It shall be accompanied by the detailed drawings if any deviation is proposed The quantities are provisional and may vary to any extent.no claim will be entertained on this account for any reason. All the door shutters shall have double action hydraulic floor springs of approved make with minimum one year guarantee. The floor springs shall be of least possible thickness. The contractor shall have to give a guarantee bond, for the hydraulic floor springs, on appropriate stamp paper for a period of 1 year. In this period he shall attend to and rectify all complaints without causing any inconvenience to the owners/client.the form of guarantee bond shall be us prescribed below: I/We..(contractor) hereby,guarantee that the floor springs shall remain unaffected and shall not be in any way damaged by normal usage, pulls and pushes, for a period of 1 year after the completion of the work of supplying & fixing the hydraulic floor springs to aluminum doors as per terms and conditions of the contract and guarantees to redo the affected work without claiming any claiming any extra cost 1.12 Details /arrangements for after sales /maintenance services shall be furnished Work shall be carried out in co operation and in coordination with all other agencies working at site The civil work as required for fixing of floor springs, hold fast or other works required for the erection and completion of doors/windows etc. shall be done by the contractor without any extra cost Any damage if caused to the existing work done by other agencies shall be reinstated by the contractor to its original condition without any extra cost During the course of work the contractor shall pay due care to avoid any stains on the powder coating work and if required, the contractors shall provide shall provide necessary protective arrangement as directed by the architects for which no extra payments shall be made. After the installation is completed, if required by the architects, the aluminium work shall be washed with mild solution of non alkali soap and water The contractor shall be responsible for the windows/doors/curtain wall glazing/grills etc. being set straight, in plumb level and for their satisfactory operations after the fixing is completed. Page 97 of 146

194 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Wherever required and as directed strengthening of members shall be down by providing steel/m.s concealed members without extra cost The door shutters may have hydraulic door closer of approved make with minimum one year guarantee as and where shown in drawings and as directed. The contractor shall have to give a guarantee bond, for the hydraulic door closer, on appropriate stamp paper for a period of 1 year. In this period he shall attend to and rectify all complaints without causing any inconvenience to the owners /client. The form of guarantee bond shall be as prescribed below: I /We.. (contractor) hereby guarantee that the hydraulic door closers shall remain unaffected and shall not be in any way damaged by normal usage, pulls and pushes, for a period of 1 year after the completion of the work of supplying & fixing the hydraulic door closers to aluminum doors as per terms and conditions of the contract and guarantees to redo the affected work without claiming any extra cost 2.0 Mode of Measurements and Payment: Kg based aluminum items specified in the BOQ will be paid only measuring the weight of the aluminum sections. However the rates shall be inclusive of all the items specified in the item description Providing and fixing aluminum partly glazed partly solid Doors with all necessary fixtures and fittings of heavy quality & locking arrangement with locks etc and with door closer of approved manufacturer and of required size. 1.0 Materials & workmanship: The relevant specific of item no shall be followed. The item shall be measured and paid in kg Providing and fixing aluminum fully glazed clear glass Windows with all necessary fixtures and fittings of approved manufacturer and of required size. 1.0 Materials & workmanship: The relevant specific of item no shall be followed. The item shall be measured and paid in kg Providing and fixing aluminum Ventilators with fixed glass louvers of approved manufacturer and of required size. 1.0 Materials & workmanship: The relevant specific of item no shall be followed. The item shall be measured and paid in kg Providing and fixing 5mm thk clear glass in aluminum doors, windows & ventilation Materials & workmanship: Glass shall be of best quality. The item shall be measured and paid in one m Providing and fixing 12 mm th pre-laminated particle board shall be used for solid portion for item no Materials & workmanship: The relevant specific of item no shall be followed. The item shall be measured and paid in one m Providing and fixing interlocking rolling shutters with push pull arrangement of approved make made of 80mm. wide M.S. Laths 18 gauge interlocked together through their entire length and jointed together at the end locks mounted on specially designed pipe shaft with bracket plates guide channels 10 gauge and out side locking Page 98 of 146

195 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. with push-pull operation including the cost of Hood cover of 16 gauge and spring etc. complete. Guide rail shall be fixed to the wall with the help of continuous angle of 25x25x4 mm and anchor fasteners including 2 coat of zinc chromate yellow oxide primer and 2 coats of synthetic enamel paint of approved make etc. as directed..(measurements considered for payments shall be clear size of opening plus guide channels on both the sides for width and 450mm on top for drum height). 1.0 Materials & workmanship: Rolling shutter shall conform to M-32; Enamel paint shall conform to M-44.Rolling shutters shall be of an approved manufacture, conforming to the requirements specified in IS: The type of rolling shutter shall be self coiling type (manual) for clear areas up to 12 sq.m, gear operated type (mechanical) for clear areas up to 35 sq.m and electrically operated type for areas up to 50 sq.m. Mechanical type of rolling shutters shall be suitable for operation from both inside and outside with the crank handle or chain gear operating mechanism duly considering the size of wall/column. Electrical type of rolling shutter shall also be provided with a facility for emergency mechanical operation. 1.2 Rolling shutters shall be supplied duly considering the type, specified clear width/height of the opening and the location of fixing as indicated in the Drawings prepared by the Contractor. 1.3 Shutters shall be built up of interlocking laths 75 mm width between rolling centers formed from cold rolled steel strips. The thickness of the steel strip shall not be less than 0.90 mm for shutters up to 3.50m width and not less than 1.20 mm for shutters above 3.50 m width. Each lath section shall be continuous single piece without any welded joint. 1.4 The guide channels out of mild steel sheets of thickness not less than 3.15 mm shall be of either rolled, pressed or built up construction. The channel shall be of size as stipulated in IS:6248 for various clear widths of the shutters. 1.5 Hood covers shall be of mild steel sheets not less than 0.90 mm thick and of approved shape. 1.6 Rolling shutters shall be provided with a central hasp and staple safety device in addition to one pair of lever locks and sliding locks at the ends. 1.7 All component parts of the steel rolling shutter (excepting springs and insides of guide channels) shall be provided with one coat of zinc chrome primer conformity to IS: 2074 at the shop before supply. These surfaces shall be given an additional coat of primer after erection at the site along with the number of coats and type of finish paint as specified in the respective items of works prepared by the Contractor. 1.8 In case of galvanized rolling shutter, the lath sections, guides, lock plate, bracket plates, suspension shaft and the hood cover shall be hot dip galvanized with a zinc coating containing not less than 97.5 percent pure zinc. The weight of the zinc coating shall be at least 610gms/sq.m. 1.9 Guide channels shall be installed truly plumb at the specified location. Bracket plate shall be rigidly fixed with necessary bolts and holdfasts. Workmanship of erection shall ensure strength and rigidity of rolling shutter for trouble free and smooth operation. 2.0 Mode of measurement and payment: 2.1 Measurement considered for payment shall be clear size of opening, between the jambs plus guide channels on both the sides for width and 450mm on top for drum height shall be added to the height of the opening, the clear distance between the sill and the soffit of the opening. 2.2 The rate shall include for all materials, its transportation at site, labour etc. involved in the Page 99 of 146

196 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. operation described as above. It shall include for a primer coat and 2 coats of enamel paint. 2.3 The rate shall be for a unit of one sq. m Shutter shall be and pull and push type. 1.0 Materials & workmanship: The relevant specific of item no shall be followed With mechanical device with a pair of handles. 1.0 The relevant specifications of item no shall be followed except that the shutter shall be operated with a mechanical device with a pair of handles Shutter shall be partly grilled and partly paneled, and pull and push type. 1.0 The relevant specifications of item no shall be followed except that the shutter shall be partly grilled and partly panelled, operated with pull and push type arrangement Shutter shall be partly grilled and partly paneled, mechanically operated with a pair of handles. 1.0 The relevant specifications of item no shall be followed except that the shutter shall be partly grilled and partly panelled, operated with a mechanical device with a pair of handles. Page 100 of 146

197 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. PLASTERING & POINTING WORK mm. thick Sand face cement plaster on any surface like RCC, Masonry etc. up to any height above ground level consisting of 12 mm. thick backing coat of C.M. 1:4 (1 cement : 4 sand) and 8 mm. thick finishing coat using Gutka, in C.M. 1:2 (1 cement : 2 sand), etc. complete. 1.0 Materials: Water shall conform to M-1. Cement mortar shall conform to M Workmanship: 2.1 Scaffolding: Wooden ballies, bamboo, planks, trestles and other Steel scaffolding shall be sound. These shall be properly examined before erection and use. Stage scaffolding shall be provided for ceiling plaster, which shall be independent of the walls. 2.2 Preparation of back ground: The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, efflorescence and other foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and by dense hacking if it is concrete. In case of concrete surface, if a chemical retarder or shuttering oil has been applied to the form work, the surface shall be roughened by wire brushing and all the resulting dust and loose particles shall be cleaned off and care shall be taken that none of the retarder is left on the surface. Trimming of projections on brick/concrete surface wherever necessary shall be carried out to get an even surface Raking of joints in case of masonry wherever necessary shall be allowed to dry out for sufficient period before carrying out the plaster work Scaffolding for carrying out plastering work shall be double scaffolding having two sets of vertical supports so that the scaffolding is independent of the walls. 2.3 Preparation of Surface : All putlog holes in brickwork and junction between concrete and brickwork shall be properly filled in advance. Joints in brick work shall be raked about 12 mm. and concrete surface shall be hacked to provide grip to the plaster. Projecting burrs of mortars formed due to gaps at joints in shuttering shall be removed. The surface shall be scrubbed clean with wire brush/coir brush to remove dirt, dust etc., and the surface thoroughly washed with clean water to remove efflorescence, grease and oil etc., and shall be kept wet for a minimum of two hours before application of plaster. The work shall be carried out in two coats. The backing coat (base coat) shall be in CM 1:4 and The thickness of the back coat shall be 12 mm. average. Before the first coat hardens its surface shall be beaten up by edges of wooden tapers and close dents shall be made on the surface. The subsequent coat shall be applied after this coat has been allowed to set for 3 to 5 days depending upon the weather conditions. The surface shall not be allowed to dry during this period The second coat shall be completed to average 8 mm. thickness in CM 1:2 as described above. The surface shall then be tapered to uniform grained texture by using Gutka only, as specified. The sample of sand face shall be got approved before the work is started. The whole work shall be carried out uniformly as per the sample approved Curing: The curing shall be started overnight after finishing of the plaster work. The plaster shall be kept wet for a period of 7 days. During this period, it shall be protected from all damages For external plaster, the plastering operation shall be started from the top floor and carried downwards. For internal plaster, the plastering operations may be started wherever the building frame and cladding work are ready and the temporary supporting ceiling resting on the wall of Page 101 of 146

198 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. the floor have been removed. Ceiling plaster shall be completed before starting plaster to walls. 2.4 Applications of Plaster : The plaster about 15 cm. x 15 cm., shall be first applied horizontally and vertically at not more than 2 m. intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be truly in plane of the finished plastered surface. The mortar shall then be applied in uniform surface slightly more than the specified thickness, then brought to a true surface by working a wooden straight edge reaching across the gauges with small upwards and sideways movements at a time. Finally, the surface shall be finished off true with a trowel or wooden float according to the texture, smooth or sandy granular, as may be required. Excessive Trowelling or over working the float shall be avoided. All corners, arises, angles and junctions etc. shall be carried out with proper templates to the size required Cement mortar shall be used within half an hour after addition of water. Any mortar or plaster which is partially set shall be rejected and removed from the site In suspending the work at the end of the day, the plaster shall be left out, clean to line both horizontally and vertically. While recommencing the plaster, the edges of the old work shall be scrapped clean and wetted with cement putty before plaster is applied to the adjacent areas to enable the two to properly join together. Plastering work shall be closed at the end of the day on the body of the wall and shall not be nearer than 15 cm. to any corners or arises. Horizontal joints in plaster work shall not also occur on parapet tops and copings as these invariably lead to leakage. No portion of the surface shall be left out initially to be patched up later on Each coat shall be kept damp continuously till the next coat is applied or for a minimum period of 7 days. Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and only as much water as can be readily absorbed shall be used, excessive evaporation on the sunny or windward side of building in hot air or dry weather shall be prevented by hanging mats or gunny bags on the outside of the plaster and by keeping them wet. 3.0 Mode of Measurements & Payment: 3.1 The rates shall include for work at any height, position, and floor and for all necessary scaffolding, etc. as may be required. The rates shall also include for hacking and/or bush hammering to form key for plaster and for spatter dash treatment, as specified, as and where necessary. The rates shall also include for all work in narrow width, arises, rounded angles, chamfered external angles, drip moulds, grooves and for making good after all trades. The rate shall also include for groove with cement finish upto 12 mm. x 6 mm. to be formed in plaster at junction of slab and beam and slab and brick without any extra charge. The rate shall also include for similar grooves in plaster at the junction of masonry and wood or steel door/window/ventilator frame or at bottom of beam/lintels as drip moulds without extra charge. 3.2 All plastering shall be measured in m 2., unless otherwise specified. Length, breadth or height shall be measured correct to a centimeter. 3.3 Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooved or open joints in brick work, stone work, etc. or space between laths. 3.4 The measurement of wall plastering shall be taken between the walls or partitions (dimensions before plastering being taken) for length and from the top of floor or skirting to ceiling for height. Depth of cover of cornices if any shall be deducted. Page 102 of 146

199 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 3.6 Soffits of stairs shall be measured as plastering on ceilings. Flowing/folding soffits shall be measured separately. 3.7 For jambs, soffits, sills, etc., openings exceeding 0.5 sqm and not exceeding 3.0 sqm, area deductions and additions shall be made in the following manner: - (a) No deductions shall be made for end joints, beams, posts, etc. for openings not exceeding 0.5 sqm. each and no addition shall be made for reels, jambs, soffits, sills, etc. of these opening for finish to plaster around ends of joints, beams, posts, etc. (b) Deduction for openings exceeds 0.5 sqm. but not exceeding 3.0 sqm. each shall be made as follows and no addition shall be made for reveals, jambs, soffits, sills, etc. of these openings. (i) When both faces of any wall are plastered with same plaster, deduction shall be made for one face only. (ii) When two faces of any wall are plastered with different types of plasters or if one faces is plastered and the other pointed, deductions shall be made from the plaster or pointing on the side of frame for door, windows, etc. on which width of reveals is less than that on the other side but no deductions shall be made on the other side. Where width of reveals on both faces of all are equal, deductions of 50% of area of opening on each face shall be made from area of plaster and/or pointing as the case may be. 3.8 For openings having door frames equal to projection beyond the thickness of wall, full deduction for opening shall be made from each plastered face of the wall. 3.9 In case of openings having area above 3.0 m2. each, deduction shall be made for the opening but jambs, soffits, and sills shall be measured additionally The rate shall be for a unit of one m Providing & laying 20 mm. thick cement plaster in two coats. First base coat in C.M. 1:4 with rough finishing and second coat in C.M. 1:2 in cement mala finish (finished with steel trowel) including scaffolding, curing, making grooves, forming pattas and drip mould, etc. complete, as directed. Rate shall be inclusive of the chicken mesh to be provided at the junction of brick and RCC works. 1.0 Materials & Workmanship: The relevant specifications of item No shall be followed except that the thickness of the plaster shall be average 20 mm. and shall be carried out as specified in the item. The base coat shall be carried in CM 1:4 having average 12 mm. thickness. Before the plastered surface hardens roughing shall be done to receive the second coat. Second coat shall be applied only after minimum curing of 72 hours. The second coat shall be carried out in CM 1:2 having average 8 mm thickness. The surface shall be finished smooth with steel trowel (Mala finish). 2.0 Mode of Measurements and Payment: 2.1 The relevant specifications of item No shall be followed. 2.2 The rate shall be for a unit of one m Providing & laying 12 to 15 mm. thick cement plaster in single coat, in C.M. 1:3 with cement mala finish (finished with steel trowel) including scaffolding, curing, making grooves, forming pattas and drip mould, etc. complete as directed. Rate shall be inclusive of the chicken mesh to be provided at the junction of brick and RCC works. Page 103 of 146

200 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. Materials & Workmanship: The relevant specifications of item no shall be followed same except that the proportion of mortar shall be CM 1:3 instead of CM 1:4 and thickness shall be 12 to 15 mm. instead of 20 mm. 2.2 Mode of Measurements & Payment: 2.1 The relevant specifications of item No shall be followed. 2.2 The rate shall be for a unit of one m Providing cement vata of specified size, quarter round in PCC (1:1.5:3) with 6 mm down size grit with neat cement finishing, watering, etc. complete. Item of making coving shall be considered in this item only. Coving shall be at floor between floor to wall junction, at ceiling between ceiling and walls and at wall corners between wall to wall. Rate shall be inclusive of the for all heights and final finish of the coving shall be equivalent to the adjacent plaster finish surface. 1.0 Materials: Water shall conform to M-1. Cement mortar shall conform to M Workmanship: The work of cement vata of specified size shall be carried out at junctions of parapets and terraces as directed. The vata shall be finished in quarter round shape. The work shall be carried out in the best workman-like manner. The internal portion of rain water pipe shall be rounded off properly during constructing the vata. The work shall be cured for 7 days. 3.0 Mode of Measurement and Payment : 3.1 The work shall be measured for finished item in rmt. 3.2 The rate shall be for a unit of one rmt Cement vata of 10 cm. x 10 cm. size. 1.0 Materials & Workmanship: The relevant specifications of item No shall be followed except that the Size of cement vata shall be 10 cm X 10 cm. 2.0 Mode of Measurements and Payment: 2.1 The relevant specifications of item No shall be followed. 2.2 The rate shall be for a unit of one rmt Cement vata of 15 cm. x 15 cm. size. 1.0 Materials & Workmanship: The relevant specifications of item No shall be followed except that the Size of cement vata shall be 15 cm X 15 cm. 2.0 Mode of Measurements and Payment: 2.1 The relevant specifications of item No shall be followed. 2.2 The rate shall be for a unit of one rmt. Page 104 of 146

201 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. WATER PROFFING WORK Providing and laying cement water proofing of average 125mm thick for terrace slabs using cement slurry & waterproofing chemical after cleaning, arranging brick bats in cement mortar 1:5,according to the slope, adding suitable chemical for water-tightness and again after 3 days ponding with water and testing same, providing on top cement mortar 1:3 including addition of waterproofing compound and finishing the top with neat 2.75 kg/m2 and as per direction and instructions, complete at all levels and floors, including furnishing a guarantee bond for 10 years. The work should be carried out through an approved specialized agency like India Water Proofing Co. or equivalent. (Wall to wall measurement will be considered only including vata up to 300mm height) 1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M- 6. Stone grit shall conform to M-8. Brickbats shall conform to M-14. Approved waterproofing compound shall be added in cement mortar as per manufacturer's specification and shall conform to M-67. Cement mortar shall conform to M Workmanship: 2.1 Unless otherwise specified proprietary waterproofing treatment shall be executed through M/s. India Waterproofing Co. or approved equivalent, who should give a guarantee of 10 years on stamp paper to the employer directly and the tender rate shall be inclusive of the same. A guarantee bond on appropriately stamp paper shall be given by the contractor to the client in the manner form prescribed below: FORM OF GUARANTEE BOND "I/We...(Contractor) hereby guarantee that work will remain unaffected and will not be in any way damaged by water or any other form of humid condition, for a period of 10 years after completion of the work of water-proofing as per the terms and conditions of the contract and the Contractor hereby indemnifies and agrees to save the Client from any loss and or damage that might be caused on account of water and or other similar form of humid conditions and hereby guarantees to make good any loss or damage suffered by the Client and further guarantees to redo the affected work without claiming any extra cost." 2.2 This guarantee shall remain in force for a period of 10 years from the completion of the work under the contract and it shall remain binding to the Contractor for period of 10 years. 2.3 While tendering the contractors should clearly stipulate the type of treatment proposed to be provided by them and the name and particulars of firm through whom they propose to carry out the treatment. 2.4 The surface to be treated shall have a minimum slope of 1 in 120. The grading shall be carried out prior to the application of water proofing treatment by cement mortar. The brickbats of varying size as per requirement shall be arranged in proper gradient using cement mortar 1:5 according to the desired slope. Suitable waterproofing chemical shall be added to make the CM water tight and then cement mortar 1:3 shall again be provided on top of the brickbats, including the waterproofing compound which shall be added in the CM and finishing on top with neat 2.75 kg/m2. The top surface shall be finished rough surface as per the direction so as to receive the next finishing item. 2.5 The testing shall be done by ponding for atleast 72 hours. 2.6 Well defined cracks other than hair cracks in the treated structure shall be cut to `V' section, cleaned and then filled up flush with cement sand slurry or with bitumen conforming to IS : Page 105 of 146

202 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.7 The surface under treatment, part of parapet (incase of balcony or terrace) and gutters, drain mouths etc. over which the water proofing treatment is to be applied, shall be cleaned of all foreign matter such as fungus, moss and dust by wire brushing and dusting. 2.8 Drain outlet shall be suitably placed with respect to the surface gradient to ensure rapid drainage and prevention of local accumulation of water on the treated surface. Masonry drain mouth, shall be widened sufficiently and rounded with cement mortar. 2.9 For cast iron drain outlets, a groove shall be cut all around to touch the treatment When a pipe passes through a roof on which water proofing treatment is to be laid, a cement concrete angle fillet shall be built round it and the water proofing treatment shall be taken over the fillet In case of parapet wall over 450 mm. in height, for tucking in the water proofing treatment, a horizontal groove 75 mm. wide and 65 mm. deep at minimum height of 300 mm. above terrace level shall be left in the vertical face at the time of construction, the horizontal face of the groove shall be shaped with cement mortar 1: In case of low parapet where the height does not exceed 450 mm. no groove shall be provided and the water proofing treatment shall be carried right over the top In case of existing R.C.C. and stone wall cutting the chase for tacking in the water proofing treatment is not recommended At the junction between the roof and vertical face of the parapet wall, a fillet 75 mm. in radius shall be constructed At the drain mouths the fillet shall be suitably cut back and rounded off for each application of water proofing treatment and easy flow of water Outlet at every low dividing wall about less than 300 mm. in height shall be rounded smooth and corners rounded off for easy application of water proofing treatment. 3.0 Mode of Measurements and Payment: 3.1 The rate shall include providing water proof cement concrete terracing of adequate thickness to give desired slope for drainage of rain water from terraces. 3.2 The measurements for this item shall be taken as under: (a) Water proofing of roof shall be measured in m 2. measured correct to a centimeter. Plan area of treated surface shall be (b) Measurement shall be taken for the plan area of roofing/terrace. Flashing treatment including flashing over the parapet wall up to 300 m from terrace. Low dividing walls and expansion joints and at the pipe projections etc. Overlapping and tucking into flashing grooves shall not be measured extra. (e) In measurements, no deduction shall be made for either openings or recess for chimney stacks, roof lights etc. having areas upto 0.4 m2. Deduction shall be made in measurements for full opening but nothing extra shall be paid for extra labour and materials in forming such openings. 3.3 The rate includes cost of all materials and labour required to carry the works as per the above specifications. The rate also includes cleaning of surface and treating the cracks shall not be paid separately. Cutting of horizontal grooves in parapet walls for tucking in water proofing treatment shall not be measured or paid separately. Page 106 of 146

203 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 3.4 Measurements shall be based on the drawings or as executed on site, the lesser of the two shall be given. No extra payment shall be made for rounding and vata at the junction of slab & parapet. A deposit at the rate of 50% of the cost of this item from the running and final bills shall be recovered and retained for the first one year after completion of the work and 10% of the same shall be retained for the balance of the guarantee period and shall be refunded only after the completion of the guarantee period. 3.5 This item shall be measured and paid in m Providing & laying broken white china mosaic flooring for plain and curved surfaces, comprising of 20 to 25 mm. size broken pieces of glazed tiles (one or more colours, as directed), laid over cement mortar 1:6 bedding including applying cement slurry at the rate of 2.75 kg per sq.m., on plain or sloped surfaces. and filling joints with white cement. The flooring shall be tampered to bring the mortar cream up to the surface, including rounding of the junctions and extending them upto 15 cm. along the parapet wall. The rate shall include bands, if different colour is used, any pattern or design as per drawing and direction, curing, cleaning with water and oxalic acid, etc. complete. (Wall to wall measurement will be considered only including vata upto 150mm height) 1.0 Mode of Measurements and Payment: 1.1 The rate shall be for a unit of one m Providing and laying specified dia rain water down take PVC pipe with bends & joints etc. complete. 1.0 Materials: The specified dia PVC pipe shall be of the best quality of approved make or equivalent as approved by the consultants & also bends reducer. Tees, Elbow as per requirements. 2.0 Workmanship: All pipes shall be laid as per proper slope, level and gradient specified on the drawing. PVC pipes shall be of the specified diameter and in full length including socket ends of the pipes unless shorter lengths are required at junctions with fitting. 2.1 Fixing: The pipes and fittings shall be fixed in vertical alignment, unless otherwise specified and shall be secured to the walls at joints with brackets/clamps. They shall be of MS or Aluminum, bent to the required shape and size to fit tightly on the pipe when tightened with MS bar, nut, bolt and washer. The brackets/clamps shall be fixed to the walls and kept about 25mm clear off the finished face of the wall so as to facilitate cleaning and painting of the pipes. Joints shall be with good workmanship & in proper manner. 2.3 Painting: PVC pipes shall be painted with two coats of bitumen paint covered with polyethylene tape and a final coat of bitumen paint. 3.0 Mode of Measurement and Payment: The length of pipe shall be measured including all fittings along its length in running meters, correct to a centimetre. No allowance shall be made for the portion of pipe length entered in the sockets of the adjacent pipe or fittings. The rate shall be inclusive of all materials, labour, tools and plant etc., required for satisfactory completion, testing and commissioning of this item. The rate shall be for a unit of one running meter. Page 107 of 146

204 PROPOSED CATTLE FEED FACTORY, KAPADVANJ mm dia & Pressure of 4 kg/m2 1.0 Material, Workmanship & Mode of measurement & payment: The relevant specification of item no shall be followed except that the dia pipe shall be 100 mm & pressure of 4 kg/m mm dia & Pressure of 6 kg/m2 1.0 Material, Workmanship & Mode of measurement & payment: The relevant specification of item no shall be followed except that the dia pipe shall be 160 mm & pressure of 6 kg/m2. Page 108 of 146

205 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. FLOORING WORK Providing and laying cement concrete smooth finish floor 125mm. thick with M20 concrete-min Cement content 325 kg/cum including giving a floating coat of 1:1 cement mortar, with nominal temperature steel etc. complete as specified by the Architect/Engineer-in-charge. The rate shall be exclusive of reinforcement steel the same shall be paid in relevant tender items. The suitable size of panel should be approximately 5.0 x 6.0 m or as directed by Engineer. The Construction joints to be formed at every 5m distance by grooving with mechanical saw within 48 hrs. Groove/sawed joints shall be made of 6mm width and 25 mm depth min (1/3 rd depth of the pavement) as shown in the drawing and shall be filled with silicone sealant/elastomeric Sealant/Epoxy Sealant. The sawing operation should be carried out as soon as concrete is ready to accept the saw cut without trowelling etc as directed by Architect and Engineer-in-charge. The construction joint is formed by square edge and painted with bitumen. The rate shall be inclusive of labour, grooves, sealant and machinery cost. 4.0 Materials and workmanship: The relevant specifications of item no , shall be followed. 5.0 Mode of Measurements and Payment : 1.0 The rate shall be including of labour, grooves, sealant and machinery cost. The rate shall be for a unit of one m Providing & laying in position, ceramic tiles of approved make & colour, of first quality of any size as per design, set in cement slurry over a minimum 12 mm. thick cement mortar 1:4 bedding and laid to proper slope and level. Joints shall be filled with self matching colour (white cement plus pigment). Curing & cleaning with mild oxalic acid etc. complete to be done for flooring, dado or channel work, as directed by the Architect and Engineer-incharge. 1.0 Materials: Water shall conform to M-1. Cement mortar shall conform to M-11. Ceramic tiles shall conform to M-56 and shall be of the make as specified in the item. The ceramic tiles shall be of first quality and make as specified in the item. The ceramic tiles shall be of Regency or Bell make. The pigment used for mixing with white cement for pointing shall be of Rainbow Tile Mate from `Roffe' or equivalent, conforming to M Workmanship: 2.1 Bedding: The sub-grade shall be cleaned, wetted and mopped. The bedding shall then be laid evenly over the surface, as described above, tamped and corrected to desired level and allowed to harden enough to offer a rigid cushion to tiles and to enable the mason to place wooden planks across and squat on it The white/coloured tiles shall then be laid on the cement mortar bedding of 12 mm. thickness, in CM 1:4. The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would interfere with the evenness of the bedding. The base shall be cleaned and well wetted, before laying. The mortar shall then be spread in thickness not less than 10 mm. at any place and average 12 mm. thick. The proportion of the cement mortar shall be as specified in the item. Page 109 of 146

206 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.2 Fixing tiles: The tiles before laying shall be soaked in water for atleast two hours. Neat grey cement grout at 3.3 Kg./Cement/m 2. of honey-like consistency shall be spread over the mortar bedding as directed. The edges of the tiles shall be smeared with neat cement slurry. The tiles shall then be well pressed and gently tapped with a wooden mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints between the tiles shall be as thin as possible in straight line or as per pattern The tiles shall not have staggered joints. The joints shall be true to center line both ways. The Nahni trap coming in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size tiles cannot be fixed, they shall be cut (Sawn) to the required size and the edges rubbed smooth to ensure straight and true joints. After the tiles are laid, the joints shall be cleaned of grey cement grout with a wire brush to a depth of about 5 mm. and then grouted with white cement with or without pigment to match the shade of the topping of tiles. The same cement slurry shall then be spread over the whole surface in a thin coat to protect the surface from abrasive damage and to fill up pin holes that may exist on the surface. White cement with or without matching pigment shall be used for pointing the joints. After fixing the tile finally in an even plane the flooring shall be kept wet and allowed to cure undisturbed for 7 days While laying, any chiselling which may be required for making the skirting or dado flush with the plaster and/or other finishes shall be done. Necessary grooves of required size in cm., between plaster and/or other finishes, dado or skirting (if required) shall be provided. Forming machinecut/rounded edges, gutters, sills, platforms, channels, curbing, etc. if any, if required shall be provided as per the drawing and design In places where full tiles cannot be fixed, the tiles shall be cut to the size and smoothened at the edges to give straight and true joints All necessary slopes, gradients and levels shall be truly maintained as required and directed by the Architect and Engineer-in-charge. 2.3 Cleaning: The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor has set, it shall be carefully washed and cleaned by dilute acid and dried. Proper precautions and measures shall be taken to ensure that the tiles are not damaged in any way till the completion of the construction If any tile is disturbed or damaged it shall be refitted or replaced, properly jointed and polished. 3.0 Mode of Measurements and Payment : 3.1 The work done shall be measured in m 2. for the visible area of work done in floor and dado. The length and width of the flooring shall be measured between the faces of skirting or dado or plastered face of walls as the case may be. The paving under dado or skirting shall not be measured. No deduction shall be made nor extra paid for any opening in the floor of area upto 0.1 m 2. Nothing extra shall be paid for laying the floors at different levels in the same room. The dado will be measured from the finish floor level to the top of tile fixed. 3.2 The rate shall include the cost of all materials (inclusive of all taxes, levies, and delivery at site), labour & sundry involved in all the operations, at all floors, at any height and level, as described above. It shall also include for breakage and wastage. Floating materials and margin of profit Page 110 of 146

207 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. shall also be included. All material samples shall be got approved by the Architect/Engineer-incharge before placing orders. 3.3 No extra shall be paid for any small quantities like narrow widths, mitred & returned ends, rounds & cutting, fixing and making good upto & around pipes, fittings and fixtures etc. 3.4 The rate shall include for fixing the flooring in composite pattern as per the drawings, using different materials and sizes. The measurements of the different materials shall be taken category-wise separately and paid accordingly. 3.5 The basic rate if at all provided or agreed upon includes cost of material, all taxes, levies & cost of delivery at site. 3.6 The rate shall be for a unit of one m Providing & laying 25 mm. thick green polished kotah of approved quality, selected and sorted for uniform colour, in floor, otta, sill, skirting, dado etc., in required sizes up to 60 cm. and as per design with normal pattern (square, rectangular) as per drawings, including cement mortar 1:6 bedding of required thickness, joints & pointing as specified, three or more coats of polishing (with oxalic acid) up to mirror finish surfaces with different grades of Emery, curing, daily moping with water & kerosene as directed for at least 15 days or up to the satisfaction of the Architect & Engineer-in-charge, with selected brown kotah to form bands etc. complete. (NO WAXING WILL BE PERMITTED). 1.0 Materials: Water shall conform M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Polished kotah shall conform to M-49 and shall be of reasonably uniform colour. The size of the kotah shall be upto 60 cm. only. Waxing shall not be permitted. 2.0 Workmanship: 2.1 Each slab shall be cut to the required size and shape and fine chisel, dressed at all the edges. the work shall be carried out in normal pattern (square or rectangular), with or without bands of selected brown kotah stone etc. as per drawing and as directed by the Architect. The sides thus dressed shall have full contact if laid along a straight edge. The sides shall be table rubbed with coarse sand, before paving. All angles and edges of the slabs shall be truly square and free form chipping and shall give a plane surface. The thickness of the slab shall be 25 mm. (average) as specified in the item but not less than 20 mm. at any place of the slab. 2.2 Bedding for the kotah slab flooring shall be of cement mortar 1:6 (1 cement: 6 coarse sand) of average thickness 20 mm. as given in the description of the item. Sub grade shall be cleaned, wetted and mopped. Mortar of the specified mix and thickness shall be then be spread on an area sufficient to receive one kotah slab. The slab shall be washed clean before laying. It shall be laid on top pressed, tapped gently to bring it in level with the other slabs. It shall then be lifted and laid aside. Top surface of the mortar shall then be corrected by adding fresh mortar at hollows or depressions. The mortar shall then be allowed to harden a bit. Over this surface, cement slurry of honey-like consistency shall be applied. The slab shall then be gently placed in position and tapped with wooden mallet till it is properly padded in level with and close to the adjoining slab. The joint shall be as fine as possible. The slabs fixed in the floor adjoining the wall shall enter not less than 10 mm. under the plaster, skirting or dado. The junction between the wall and floor shall be finished neatly. The finished surface shall be true to levels and slopes, as directed. 2.3 While laying, any chiselling which may be required for making the skirting or dado flush with the plaster and/or other finishes shall be done. Necessary grooves of required size in cm., between plaster and/or other finishes, dado or skirting (if required) shall be provided. Forming machine- Page 111 of 146

208 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. cut/rounded edges, gutters, sills, platforms, channels, curbing, etc. if any, if required, shall be provided as per the drawing and design. 2.4 In places where full tiles cannot be fixed, the tiles shall be cut to the size and smoothened at edge to give straight and true joints. 2.5 All necessary slopes, gradients and levels shall be truly maintained as required and directed by the Architect and Engineer-in-charge. 2.6 The floor shall be kept wet for a minimum period of 7 days, so that bedding and joints set properly. 2.7 Polishing shall be normally commenced after 14 days of laying the slab. First polishing shall be done with carborundum of grade grit fitted in the heavy machine and then second polishing shall be done with carborundum of 220 to 350 grade grit fitted in the heavy machine. Water shall be properly used during polishing. The flooring shall then be washed clean with water and oxalic acid. As directed by the Architect and as specified in the item, no waxing will be permitted. 2.8 If any tile is disturbed or damaged it shall be refitted or replaced, properly jointed and polished. 2.8 The holes required for Nahni traps, pipes any other fittings shall be made without any extra cost. 3.0 Mode of Measurements and Payment : 3.1 Kotah slab flooring shall be measured in m 2. for visible area of work done. 3.2 No deductions shall be made nor extra paid for any opening in the floor area upto 0.1 m 2. Nothing extra shall be paid for use of cut tiles or for laying the floors at different levels in the same room or court yard. Kotah slabs laid in floor boarders and bands etc. shall be measured in the same item and nothing extra shall be payable on account of these or similar bands formed of half or multiples of half size standard tiles/or other uncut tiles. 3.3 The treads of stairs and steps paved with tiles without nosing shall also be measured under this item. 3.4 The rate shall include the cost of all materials (inclusive of all taxes, levies, and delivery at site), labour & sundry involved in all the operations, at all floors, at any height and level, as described above. It shall also include for breakage and wastage. Floating materials and margin of profit shall also be included. All material samples shall be got approved by the Architect/Engineer-incharge before placing orders. 3.5 No extra shall be paid for any small quantities like narrow widths, mitred & returned ends, rounds & cutting, fixing and making good upto & around pipes, fittings and fixtures etc. 3.6 The rate shall include for fixing the flooring in composite pattern as per the drawings, using different materials and sizes. The measurements of the different materials shall be taken category-wise separately and paid accordingly. 3.7 The basic rate, if at all provided or agreed upon includes cost of material, all taxes, levies & cost of delivery at site. 3.8 The risers of steps, skirting or dado shall be measured in m 2. Length shall be measured along the finished faces of risers, skirting or dado. Height shall be measured from finished level of treads or floor to top. Lining of pillars shall be measured under this item. 3.9 The rate shall be for a unit of one m 2. Page 112 of 146

209 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Providing & fixing green double polished kotah of 25 mm. thick of uniform size and colour for platforms, staircases, sinks, shelves, morry etc. in floor, dado or facia etc. up to 1.0 m. long, including necessary machine-cut edges (uniform thickness) rounded edges, necessary cement mortar bedding in C.M. 1:2 of required thickness. Cement joints and pointing as specified with polishing (with oxalic acid), curing, daily mopping with water and kerosene as directed for at least 15 days or up to the satisfaction of the Architect & Engineer-in-charge etc. complete. 1.0 Materials & Workmanship: The relevant specifications of item no shall be followed except that the thickness of kotah shall be 25 mm. and the kotah shall be double polished. The size of the kotah shall be upto 1.0 m. only. Waxing shall not be permitted. The polishing shall be done manually instead of machine polishing and bedding shall be in CM 1: Mode of Measurements and Payment: The relevant specifications of item no shall be followed. The rate shall be for a unit of one m Providing and laying 63 mm. thick I.P.S (Indian Patent) 1:2:4 (1 cement : 2 coarse sand : 4 graded aggregate 20 mm. nominal size), laid in one layer finished with trowel finish with using 1:1 cement mortar for filling the minor holes etc. complete. 1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Aggregate 20 mm. nominal size shall conform to M-12. Cement concrete 1:2:4 proportion measured by volume shall conform to relevant specification of ordinary grade 1:2:4 concrete. 2.0 Workmanship: 2.1 Preparation of Surface: Before the operation for laying the topping is started, the surface of the base concrete shall be thoroughly cleaned of all dirt, loose particles, caked mortar droppings and laitance, if any, by scrubbing with coir or steel wire brush. Where the concrete has hardened so much that roughening of surface by wire brush is not possible, the surface shall be roughened by chipping or hacking at close intervals. The surface shall then be cleaned with water and kept wet for 12 hours and surplus water shall be removed by mopping before the topping is laid. 2.2 Laying: The screed strips shall be fixed over the base concrete dividing it into suitable panels. Before placing the concrete for topping, neat cement slurry shall be thoroughly brushed into the prepared surface of the base concrete just ahead of the finish. Concrete of specified proportion and thickness shall be laid in alternate panels to required level and slope and thoroughly tamped and cement concrete 1:2:4 shall conform to relevant specifications of section The cement concrete flooring of 63 mm. thick (Average) is to be laid as per the site condition. The concrete shall be mixed in a mechanical mixer at the work. Hand mixed may however be allowed for smaller quantities of work and in case of failure of machines or as permitted by the Architect. It shall carried be out on a water tight platform and care shall be taken to ensure that mixing is continued until the mass is uniform in colour and consistency. However, in such cases 10% more cement than otherwise required shall have to be used without any extra cost. The mechanical mixing shall be done for a period of 1.5 to 2 minutes. The quantity of water shall be just sufficient to produce a dense concrete of required workability for the purpose. Flooring of specified thickness shall be laid in accordance with approved pattern or as directed. Finishing operation shall start shortly after the cessation of beating and shall be spread over a period of one to six hours depending upon the temperature and atmospheric conditions. The surface shall be left for some time till moisture disappears from it. Fresh quantity of cement shall be mixed with water to form a thick slurry and spread over the surface while the concrete is still green. Use of dry cement or cement and sand mixture sprinkled on this surface to stiffen the concrete or absorb excessive moisture shall not be permitted. The cement slurry shall then Page 113 of 146

210 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. be properly pressed twice by means of iron floats, once, when the slurry is applied and the second time when cement starts setting and is to be finished smooth. The surface shall be marked with string or B.R.C. fabric jali to make the surface non-slippery as and when directed. The junction of floors with wall plaster, dado or skirting shall be rounded off where so required upto 25 mm. radius. Flooring in lavatories and bath rooms shall be laid after fixing of water closet and squatting pans and floor traps which shall be plugged while laying the floors and opened after the floors are completed. Any damage, done to water supply or sanitary fittings during execution of work shall be made good After the final set, the concrete shall be kept continuously wet, if required by ponding, for a period of not less than 7 days from the date of placement The form work shall be provided if necessary as directed by Architect. Concreting shall be done as per alternate bay method with necessary centering either by mastic or cement mortar as directed. 2.3 Finishing the Surface: After the concrete has been fully compacted it shall be finished by trowelling or floating with neat cement rendering. Finishing operations shall start shortly after the compaction of concrete and the surface shall be trowelled three times at intervals so as to produce an uniform and hard surface. The satisfactory resistance of floor to wear and tear, depends largely upon the care with which trowelling is carried out. The time interval allowed between successive trowelling is very important. Immediately after placing cement rendering, only just sufficient trowelling shall be done to give a level surface. Excessive trowelling in the earlier stages shall be avoided as this tends to bring a layer in cement to the surface. Sometime, after the first trowelling, the duration depending upon the temperature and atmospheric conditions and the rate of setting of the cement used, the surface shall be retrowelled to close any pores in the surface and to bring to surface and to scrape off any excess water in concrete or any laitance. No dry cement shall be used directly on the surface to absorb moisture or to stiffen the mix. The final trowelling shall be done well before the concrete has become too hard but at such a time that considerable pressure is required to make any impression on the surface. If directed by the Architect & Engineer-in-charge, approved mineral pigment shall be added to the rendering to give desired colour and shade to the flooring at no extra cost. When 1:2:4 mix is specified the topping shall be rendered with 1:1:2, (1 part cement mortar with a suitable mineral pigment (if directed), 1 part sand and 2 parts grit - 6 mm. and down size), instead of cement only. If specified in the schedule of quantities, the flooring shall be machine polished as per Architect & Engineer- in-charge's instructions. Wherever the patent flooring is used as a finishing on roof, the joints shall be filled with an approved bitumastic filler in a workman-like manner. Ironite Topping: Instead of finishing the top with rendering coat of 1:1 cement mortar, the top shall be finished with ironite topping. Unless, otherwise specified, one part of ironite and four parts of ordinary cement by weight shall be mixed dry thoroughly. This dry mixture shall be mixed with grit 6 mm. (1/4") and down size or as otherwise directed in the ratio of 1:2 by volume and well turned over. Just enough water shall be added to this dry mix and mixed thoroughly well and laid to uniform thickness of 12 mm. and compacted. After the initial set has started the surface shall be finished as directed. 3.0 Mode of Measurements and Payment: 3.1 The rate shall include the cost of all materials and labour involved in all the operations described above. No deduction shall be made or extra paid for any opening upto 0.1 m 2. in area, in the floor, nothing extra shall be paid for laying the floor at different levels in the same room or the courtyard. Page 114 of 146

211 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 3.2 The rate shall be for an unit of one m Providing and laying interlocking paver blocks of high density 60 mm thick M-40 grade for footpath, parking areas, service lanes and other areas as mentioned in the drawing. The metalling and sand bedding shall be done as per the drawing and it shall be paid in relevant item. The work of the paving blocks shall be executed in line and level. It should be laid in such a way that the no cutting of the paver block to be necessary. Paver blocks shall be compacted and shall be re-laid if necessary. 1.0 Material: The compressive strength of the interlocking paver block shall be minimum 400 kg/sq.cm. and water absorption should be less than 6% by weight. Abrasion resistance should be less than 2 (maximum permissible value 3 mm ) Same shall be manufactured by automatic press and compaction must include vibration and pressing force not less than 200 tones. The blocks should be steam cured. 2.0 Base on which the paver blocks to be laid shall be levelled and well compacted with mechanical compactor. Special care of consolidation shall be taken to assure a permanent laying. The depth of the base shall be as per the design and drawing. Base shall be leveled properly. It shall be done with long and strong skreed board. Pipes or skreeding bar may also be used. A frame of steel section shall be made to maintain the base. The skreed shall not be warped or twisted. 2.1 The pavers shall be placed in the pattern as per drawing and detail close together. The space between the pavers should be minimum and consistent. The overall pattern shall be uniform. If require, then the stone shall be cut with a splitter chiesel or masonry saw as require. 2.2 The pavers should then be tamped down and leveled with a vibrating plate compactor. This will bring the pavers to their true grade as well a level the stones. Sand will be forced into spaces to make stones firm and free of movement. Dry fine sand shall be sweeped above the paver block. 3.0 Mode of payment: Rate shall be inclusive of all types of material including handling charges, all types if lead and lift, all types of labour charges, all types of taxes, duties, octroi etc. and transportation charges. It shall be inclsuve of wastage and over heads and profits.the unit of measurement shall be sq.meter Providing & fixing white polished marble of 12 mm. thick of uniform size and colour for window sill, sides and top, as per design,with recess, to recive aluminum window, including necessary machine-cut edges (uniform thickness) rounded edges, necessary cement mortar bedding in C.M. 1:2 of required thickness. Cement joints and pointing as specified with polishing (with oxalic acid), curing, up to the satisfaction of the Architect & Engineer-in-charge etc. complete. 1.0 The relevant specification of item no shall be followed except that the 12mm thk white polished marble to be used instead of green polished kotah Providing & laying in position, vitrified tiles of approved make & colour, of first quality of any size as per design, set in cement slurry over a minimum 12 mm. thick cement mortar 1:4 bedding and laid to proper slope and level. Joints shall be filled with self matching colour (white cement plus pigment). Curing & cleaning with mild oxalic acid etc. complete to be done for flooring, dado or channel work, as directed by the Architect and Engineer-in-charge. Page 115 of 146

212 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 1.0 Materials: Water shall conform to M-1. Cement mortar shall conform to M-11. The vitrified tiles shall be of first quality and make as specified in the item. The Vitrified tiles shall be of, Regency or Bell make. The pigment used for mixing with white cement for pointing shall be of Rainbow Tile Mate from `Roffe' or equivalent, conforming to M Workmanship: 2.1 Bedding: The sub-grade shall be cleaned, wetted and mopped. The bedding shall then be laid evenly over the surface, as described above, tamped and corrected to desired level and allowed to harden enough to offer a rigid cushion to tiles and to enable the mason to place wooden planks across and squat on it The white/coloured tiles shall then be laid on the cement mortar bedding of 12 mm. thickness, in CM 1:4. The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would interfere with the evenness of the bedding. The base shall be cleaned and well wetted, before laying. The mortar shall then be spread in thickness not less than 10 mm. at any place and average 12 mm. thick. The proportion of the cement mortar shall be as specified in the item. 2.2 Fixing tiles: The tiles before laying shall be soaked in water for at least two hours. Neat grey cement grout at 3.3 Kg./Cement/m 2. of honey-like consistency shall be spread over the mortar bedding as directed. The edges of the tiles shall be smeared with neat cement slurry. The tiles shall then be well pressed and gently tapped with a wooden mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints between the tiles shall be as thin as possible in straight line or as per pattern The tiles shall not have staggered joints. The joints shall be true to center line both ways. The Nahni trap coming in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size tiles cannot be fixed, they shall be cut (Sawn) to the required size and the edges rubbed smooth to ensure straight and true joints. After the tiles are laid, the joints shall be cleaned of grey cement grout with a wire brush to a depth of about 5 mm. and then grouted with white cement with or without pigment to match the shade of the topping of tiles. The same cement slurry shall then be spread over the whole surface in a thin coat to protect the surface from abrasive damage and to fill up pin holes that may exist on the surface. White cement with or without matching pigment shall be used for pointing the joints. After fixing the tile finally in an even plane the flooring shall be kept wet and allowed to cure undisturbed for 7 days While laying, any chiselling which may be required for making the skirting or dado flush with the plaster and/or other finishes shall be done. Necessary grooves of required size in cm., between plaster and/or other finishes, dado or skirting (if required) shall be provided. Forming machinecut/rounded edges, gutters, sills, platforms, channels, curbing, etc. if any, if required shall be provided as per the drawing and design In places where full tiles cannot be fixed, the tiles shall be cut to the size and smoothened at the edges to give straight and true joints All necessary slopes, gradients and levels shall be truly maintained as required and directed by the Architect and Engineer-in-charge. Page 116 of 146

213 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.3 Cleaning: The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor has set, it shall be carefully washed and cleaned by dilute acid and dried. Proper precautions and measures shall be taken to ensure that the tiles are not damaged in any way till the completion of the construction If any tile is disturbed or damaged it shall be refitted or replaced, properly jointed and polished. 3.0 Mode of Measurements and Payment : 3.1 The work done shall be measured in m 2. for the visible area of work done in floor and dado. The length and width of the flooring shall be measured between the faces of skirting or dado or plastered face of walls as the case may be. The paving under dado or skirting shall not be measured. No deduction shall be made nor extra paid for any opening in the floor of area upto 0.1 m 2. Nothing extra shall be paid for laying the floors at different levels in the same room. The dado will be measured from the finish floor level to the top of tile fixed. 3.2 The rate shall include the cost of all materials (inclusive of all taxes, levies, and delivery at site), labour & sundry involved in all the operations, at all floors, at any height and level, as described above. It shall also include for breakage and wastage. Floating materials and margin of profit shall also be included. All material samples shall be got approved by the Architect/Engineer-incharge before placing orders. 3.3 No extra shall be paid for any small quantities like narrow widths, mitred & returned ends, rounds & cutting, fixing and making good upto & around pipes, fittings and fixtures etc. 3.4 The rate shall include for fixing the flooring in composite pattern as per the drawings, using different materials and sizes. The measurements of the different materials shall be taken category-wise separately and paid accordingly. 3.5 The basic rate if at all provided or agreed upon includes cost of material, all taxes, levies & cost of delivery at site. 3.6 The rate shall be for a unit of one m Providing & laying in position acid - alkali resistance ceramic Endura or Equivalent tiles of approved colour, size and thickness of first quality as per design, set in cement slurry over a minimum 12 mm. thick cement mortar 1:4 bedding and laid to proper slope and level. Joint of 4mm wide x depth same as tile s thickness shall be filled with CNSL resin based mortar as per manufacturer s specification, including curing and cleaning with mild oxalic acid etc. complete, as shown and specified etc. complete, as directed by Architects and Engineer-in-charge. The workmanship and material shall be as per manufacturer.the relevant specification of item no shall be followed except that the acid - alkali resistance ceramic to be used instead of green polished kotah.the rate shall be for a unit of one m Do-as-above but tile 15mm thk Do-as-above but tile 15mm thk Providing and laying 2mm thk Vinyl flooring using Wonderfloor vinyl flooring, Armstrong vinyl floor tiles or equivalent, as approved by the Architect, in desired pattern and design, in required shade and finish, over 63 mm thk IPS,with proper rubber based adhesive solution, such as Dunlop S-758 or equivalent. The rate Page 117 of 146

214 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. includes making seamless joints and cleaning the flooring etc. complete, as directed. 1.0 Material : Vinyl flooring/floor tiles shall conform to M-53. The adhesive solution shall be rubber based, such as Dunlop S-758 or equivalent. 2.0 Workmanship : 2.1 The sub-grade shall be even, hard, cleaned and well dried, before the commencement of laying, so as to provide good adhesion. Incase the sub grade is not properly leveled or even, a 63 mm thk IPS shall be provided for the tiles. The bedding mortar shall be as per item no A coat of approved base binding agent, a rubber based adhesive solution of thickness as specified by the Manufacturer, shall then be spread evenly over the bedding/sub grade. The tiles/roll shall be then fixed to the floor, in the pattern and colour arrangement indicated in the Architect's drawing or as instructed by the Engineer-in-charge. The joints shall be jointed with the same adhesive solution. After allowing it to become sufficiently dry, the tiles/roll shall be pressed down with even pressure until it adheres well to the bed material. During application of pressure, if the adhesive solution rises from the joints, it shall be removed. Thermo welding with vinyl chord or cold sealant welding ensures seamless waterproof surface. The flooring shall be laid in accordance with approved manufacturer's directions. 2.3 The floor shall be cleaned with the tile finish wax and polished with muslin cloth, to the satisfaction of the Engineer-in-charge. The flooring shall be inspected after 30 days for any adjustments, repairs or replacement. 3.0 Mode of Measurements and Payment : 3.1 The clear visible area of work done, flooring, skirting and dado, shall be measured and paid. The rate shall include all materials, labour, tools and equipments required for satisfactory completion of the item. 3.2 The rate shall be for an unit of one m Providing and fixing in position, 25 to 38 mm. thick acid and alkali resisting Red Mandana stone of approved size and shape, for flooring, skirting and dado, including two coats of acid and alkali preventive primer, fixing on average 37 mm. thick cement mortar bedding 1:3 (1 part of cement and 3 part of coarse sand) with acid proof powder, keeping the joints 6 mm. to 10 mm. wide all around and filling the same with epoxy resin and hardener, including hand/machine polishing, wax polishing etc. complete, as directed. The relevant specification of item no shall be followed same except that Red mandana stone shall be used instead of kotah as specified in the item. Approved quality of acid and alkali preventing primer shall be applied uniformly in two coats over the slab or concrete surface on which the flooring is to be laid. Acid-alkali proof powder shall be mixed with cement as per the manufacturer's specifications, to prepare the cement mortar for bedding. The cement-powder mix and sand shall be mixed in the proportion of 1:3 and the mortar shall be prepared. The stones of desired size shall be laid on the mortar bed of thickness 37 mm. for flooring and mm. for dado/skirting, in proper line and level with joints of even thickness of 6 to 10 mm., all around. The joints shall then be raked to 12 to 19 mm. deep and filled with epoxy based resin. The resin shall be mixed with quick drier and acid-alkali proof powder. The stones shall be either hand polished or machine polished and cleaned with oxalic acid and then wax polished. Page 118 of 146

215 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Providing and laying light coloured first quality Ceramic/glazed tiles in dado on 10mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) fixed in 1:1 cement mortar behind the tiles, pointing in white cement and jointed with white cement &pigment with residues as per drawing &approved by Engineer -In charge or Architect complete. 1.0 Materials : The vitrified floor tiles shall conform to M-57. Cement mortar shall conform to M Workmanship: The relevant specification of item no shall be followed. The joints shall be filled with Roffe/unitiles or equivalent grouting materials, conforming to M-67 etc. complete. 3.0 Mode of Measurements and Payment : The relevant specification of item no shall be followed. Page 119 of 146

216 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. IRON & STEEL WORK Providing, erecting and fixing in position structural steel sections confirming to IS:806:1968 and IS:1161:1979 for the work of sheds, canopy, space frame, industrial buildings including necessary RHS & SHS of TATA, rolled joists, channels, angles and angle cleats, gusset plates, chequred plate, position hips and jack lifters, purlins,etc. including cutting and welding the members as per detailed drawing and design. The rate shall include sand blasting of the steel sections, plates,2 coat of zinc chromate yellow oxide primer and 2 coats of synthetic enamel paint of approved make over all the surfaces of the steel sections.( Only standard measurements will be paid for). Shop drawings for the connection details shall be prepared for the approval of the architect. Gusset plates, Corner plates, joining plates etc. will be profiled and the rate of the profile cutting shall be including in the rate quoted. 1.0 Materials: The structural steel work shall conform to M-22. Zinc cromate yellow oxide/red oxide primer to IS: Enamel paint to M Workmanship: 2.1 The steel sections, as specified or required, shall be straightened and cut square, to the correct lengths, as per drawings and design, measured with a steel tape. The sections shall be cold straightened and the finished goods shall be free from bending, twisting and other such defects. The cut ends, exposed to view shall be finished smooth. No two pieces shall be welded or otherwise jointed, to make up the required length or member, except as indicated in the drawing or as directed. All straightening and shaping, to form the specified shape and size shall be done by application of pressure and not by hammering. Any bending or cutting shall be carried out in such a manner, as not to impair the strength of the metal. All operations shall be done in cold state, unless otherwise directed/permitted. 2.2 Steel riveted or bolted, in built-up sections, frame work: The steel structure as shown in the drawings or as per direction of the Architect and Engineerin-charge shall be laid out on a level platform to full scale or in parts. A steel tape shall be used for measurements to ensure maximum accuracy The rate shall include all means of hoisting to places with scaffolding and equipments, etc., cutting chases, etc. in walls and floors of R.C.C., neat finishing, concreting, etc Wooden templates 12 mm. to 19 mm. thick or metal sheet template shall be made to correspond to each connecting gusset plate/member and rivet holes shall be accurately marked on them and drilled. The templates shall be laid on the steel members, and holes of the steel members shall also be marked for drilling. The base of steel columns and the position of the anchor bolts shall be carefully set out All stiffeners shall be formed by pressure and where practicable, the metal shall not be cut and welded in making these. In major works or where so specified, shop drawings giving complete details and information for the fabrication of the component parts of the structure, including location, type, size, length and details of rivets, bolts, or weld shall be prepared in advance of the actual fabrication. The drawings shall indicate the shop and field rivets and bolts. The steel members shall be distinctly marked or stenciled with paint with the identification mark, as given in the shop drawings Great accuracy shall be observed in fabrication of various members, so that these can be assembled without being unduly packed, strained or forced into position and when built-up, shall be true and free from twists, links, buckles or open joints. Before making holes in individual members for fabrication, the steel work intended to be riveted or bolted together, shall Page 120 of 146

217 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. be assembled or clamped properly and tightly, so as to ensure close abutting or lapping of surfaces of the different members, with proper jigs and fixtures. All contact surfaces shall be cleaned and given a coat of primer. All stiffeners shall bear tightly, both at top and bottom, without being drawn or caulked. The abutting joints shall be cut or dressed true and straight, in the required manner, as per the details and fitted close together, properly and tightly Web splice plates and fillers under stiffeners, shall be cut within 3 mm. to fit properly, or flange angles, web plates of girders shall have their ends flush with the top of angles forming the flanges, unless otherwise required. The web plates when spliced shall have clearance of, not more than 6 mm The erection clearance for cleared ends of members connecting steel to steel shall preferably be not greater than 1.5 mm. The erection clearance at the ends of beams without web cleats shall not be more than 3 mm. at each end but where for a practical reason greater clearance is necessary, suitably designed seating shall be provided Pins and rollers shall be accurately turned to gauge. These shall be straight and smooth and free from flaws. The roller bearing shall be provided with adequate arrangement for holding the girders or trusses resting on it. In columns caps and bases, the ends of shafts together with the attached gusset angles, channels etc., after riveting together shall accurately be mechanised so that the parts butt connected against each other over the entire surface of contact, connecting angles or channels shall be fabricated and placed in position with greater accuracy so that they are not unduly reduced in thickness by machining The ends of bearing stiffeners shall be mechanised or ground to fit tightly, both at the top and bottom. All holes shall generally be drilled to the required size and at required position. Sub punching shall be permitted, provided it is done 3 mm. or less in diameter and reamered thereafter to the required size. The holes for rivets and bolts shall be larger than the nominal diameter of rivets or black bolts, as allowable by IS : Holes shall have their axis perpendicular to the surface bored through. The drilling or reaming shall be free from burrs and the holes shall be clean and accurate, to the diameter specified in the drawings. No enlargement of the holes by filling, man drilling or oxyacetylene flame shall be allowed. Maximum deviation for spacing of two holes shall be + 1 mm. Holes for counter sunk bolts shall be made in such a manner, that their heads fit flush with the surface after fixing. Hole reaming shall be allowed only if the number of faulty holes do not exceed 15% of the total number of holes for one joint The fabrication work shall be completed in workshop as far it is practicable to do so. Site joints shall be done with rivets and fitted bolts or black bolts, as shown in the drawings or as directed. Generally the following principles shall govern the use of rivets, turned and fitted bolts, and black bolts. (i) Rivets and turned and fitted bolts shall be used where the connection required is of such a nature, that slip under load has to be avoided. (ii) Black bolts may be used very sparingly where a force is carried through a connection without impact, vibration or reversal of stresses Assembly : The parts assembled for riveting shall be in close contact with each other and the bearing stiffeners shall bear tightly, both at top and bottom, without being drawn or caulked. The abutting joints shall be cut or dressed true and straight and fitted close together. Members to be riveted shall be properly pinned or bolted and rigidly held together while riveting. Hole for rivets and black bolts shall be of nominal diameter plus 1.5 mm., for rivets of nominal diameter less than 25 mm. and 2.0 mm., for rivets of nominal diameter exceeding 25 mm., unless specified otherwise. Drifting of holes shall not be permitted except to draw the parts together and the Page 121 of 146

218 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Riveting : drifting tools so used shall have maximum diameter not exceeding the nominal diameter of rivets or bolts. Drifting done during assembling shall not distort the metal or enlarge the holes Rivets shall be used where the connection is such that slip under load has to be avoided Members to be riveted shall have all their parts firmly drawn and held together before and during riveting and special care shall be taken in this respect for all single riveted connections. For multiple riveted connections, a service bolt shall be provided in every third or fourth hole The shanks of rivets shall project beyond the plate surface sufficiently so as to fill the hole thoroughly and form the required head after riveting The riveting shall be done by hydraulic or pneumatic process. However, where such facilities are not available, hand riveting may be done, if permitted by Architect and Engineer-in-charge. The rivet shall be heated red hot, care being taken to control the temperature of heating so as not to burn the steel. Rivets of diameter less than 10 mm. may be fitted cold. Rivets shall be heat finish with heads full and of equal size. All loose, burnt or badly formed rivets with concentric or different heads shall be cut out and replaced. The heads of rivets shall be central to shanks and shall grip the assembled members firmly. In cutting out rivets, care shall be taken so as not to injure the rivets and the assembled members. Caulking or reoccupying shall not be permitted For testing rivets, hammer weighing approximately 0.25 Kg. shall be used. Both heads of the rivets shall be tapped, slack rivets will give a hollow sound and a jar All rivet heads shall be painted with red lead paint, within a week of their fixing While bolting, all bolt heads and nuts shall be hexagonal and of equal size, unless specified otherwise. The screwed threads shall conform to IS : and the threaded surface shall not be tapered The nominal length of the bolt shall be the distance from the underside of the head to the farthest end of the shank. The nominal diameter shall be the diameter at the shank above the screwed threads. Bolts, nuts, washers shall be thoroughly cleaned and dipped in double boiled linseed oil, before use. The bolts shall be of such length so as to project atleast 2 clear threads beyond the nuts when fixed in positions and these shall fit in the holes without any shakes. The nut shall be fit in the threaded ends of bolts properly, i.e by tightening them so as to transfer the required tension. Where turned and fitted bolts are required to be used in place of rivets, they shall be provided with washers not less than 6 mm. thick so that the nut when tightened shall not bear on the unthreaded body of the bolt. Tapered washers shall be provided for all heads and nuts bearing on levelled surfaces. The threaded portion of the bolts shall not be within the thickness of the parts bolted together, it shall project through the nut atleast by 2 thread. The faces of the bolt heads and nuts abutting against steel members shall be machine finished. Where there is a risk of the nut being removed or becoming loose due to vibrations or reversal of stresses, these shall be secured from slackening by the use of lock nuts and spring washers of cross-cutting, as directed Bolts, nuts and washers shall be thoroughly cleaned and dipped in double boiled linseed oil before use. The whole steel work shall be painted with a coat of priming coat of red lead oxide and 3 coats of synthetic enamel paint as per relevant specifications of painting. However, the application shall be such that the first coat of paint shall be much lighter than the final coat, the second coat shall be slightly lighter than the final coat and the final coat shall be exactly of the shade specified. This differentiation is done to demarcate the no. of application of painting coats. Page 122 of 146

219 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 3.0 Steel Work Welded:- 3.1 Workmanship: The relevant specifications of item No. 2.2 shall be followed except that the steel work shall be done by welding. Straightening, shaping to form, cutting and assembling shall be as per item no. 2.2 as far as applicable except that the words `riveted or bolted' shall be read as `welded' and holes shall be made for the bolts used for temporary fastening as shown in drawings. The definition of various terminologies in welding process shall be as follows: Run: The metal deposited during one passage of the electrode or blow pipe, in making of a joint Bead : A single run of weld metal deposited on a surface Weld : An union between two pieces of metal at faces rendered plastic or liquid by heat or by pressure or both. Filler metal may be used to effect the union Weld metal : All metal melted and/or made plastic in making a weld Butt weld : A weld in which the weld metal lies substantially within the extension of the planes of the surfaces of the parts joined or within the extension of the planes of the smaller of the 2 parts, of different size. The edges of the metal pieces shall be bevelled or chiselled to the required shape at the throat, for which no extra payment shall be made Crater : A depression left in the weld metal where the arc was broken or the flame was removed End crater : A crater at the end of a weld or at the end of a joint Fillet weld : A weld of approximately triangular cross-section joining two surfaces, approximately at right angles to each other in a lap joint, tee joint or corner joint. It shall be of two types 1) Continuous 2) Intermittent Fusion welding : Any welding process in which the weld is made between metals in a state of fusion without hammering or pressure Fusion Penetration : In fusion welding, the depth to which the parent metal has been fused In spot, seam or projecting welding, the distance from the interface to the edge of the weld nugget, measured in each case on a cross-section through the center of the weld and normal to the surface Non-fusion welding: A term applied to the deposition by Oxy-Acetylene process, of filler metal on parent metal, without fusion of the latter Oxy-Acetylene pressure welding: Pressure welding in which an Oxy-Acetylene flame is used to make plastic the surface, to be united. No filler metal is used Throat: In a resistance welding machine, the distance from the center line of the electrodes or platens to the nearest point of interference for flat work or sheets. In case of seam-welding machine with an universal head, the throat depth is measured with the machine arranged for transverse welding. Page 123 of 146

220 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Throat thickness : The minimum thickness of weld metal in a fusion weld measured as under : a) For a fillet weld or A, V, U, J or a bevel butt weld: Along a line passing through the roof. b) For a close square-butt-weld: In the plane of the abutting faces. c) For an open square-butt-weld: At the center of the original gap in a plane parallel to the fusion faces. 3.2 Welding shall generally be done by electric process. The electric arc welding is usually adopted and is economical. In absence of electricity, generators shall be used. Gas welding shall be restored to using oxyacetylene flame with specific prior approval. Gas welding shall not be permitted for structural steel work as it requires heating of the members along with the welding rod and temperature stresses are likely to be developed in the welded members. Precautions shall be taken to avoid distortion of the members due to temperature stresses. 3.3 The work shall be done as shown in the shop drawings which should clearly indicate various details of the joints to be welded, shop and site welded as well as type of electrodes to be used. Symbol for welding on plans and shop drawing shall be according to IS : As far as possible, every effort shall be made to limit the welding that must be done after erection so that, improper welding that is likely to be done due to heights and difficult position on scaffolding etc., after erection, is avoided. The maximum diameters of electrodes for welding any work shall be as under, unless otherwise specified Average thickness of plate or section. Maximum dia. of electrode to be used Less than 5 mm. 3 mm. 5 mm. upto but not including 8 mm. 4 mm. 8 mm. upto but not including 10 mm. 5 mm. 10 mm. upto but not including 16 mm. 6 mm. 16 mm. upto but not including 25 mm. 9 mm. 25 mm. and over 9 mm The welding work shall conform to IS : Preparation of surface: Surfaces which are to be welded together shall be free from loose mill scale, rust, paint, grease or other foreign matter. A coating of boiled linseed oil shall be Page 124 of 146

221 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. permitted. 3.5 Assembly for welding: Before welding is commenced, the plates shall be first brought together and firmly clamped or spot welded, at specified distance. The temporary connection has to be strong enough to hold the plates accurately in place without displacement. 3.6 Precautions: The operations connected with welding and cutting equipment shall conform to safety requirement given in IS : Welding process : The following points shall be borne in mind during the process of welding : (a) Welds shall be made in flat position wherever practicable. (b) Arc length, voltage and amperage shall be suited to the thickness of material, type of groove and other circumstances of the work. (c) The sequence of welding shall be such that where possible, the members which offer the greatest resistance to compression are welded first. (d) Freedom of movement of one member of the joint shall be allowed wherever possible. Wherever joints shall be welded allowance shall be made for the movement of one component to the order of 1.5 mm. (e) The electrode manipulation during welding shall be such as to ensure that (1) The base metal is in fused stage when the filler metal makes contact with it. (2) The filler metal does not overflow upon any unfused base metal. (3) The base metal is not under-cut along the weld edges. (4) and that the metal floats, the slag, the oxides and the gas that bubbles to the surface behind the advancing pool. 3.8 Each time the arc is started, the electrode shall be moved in such a way that the fusion of the base metal at the starting point is assured. At the completion of a run the movement of electrode shall be adjusted or the electrode size changed. 3.9 After every interruption of the arc except at the completion of a run, the arc shall be restarted ahead of previous deposit and then moved back to fill the crater or such alternative technique shall be used as will ensure complete filling of the crater or complete fusion between the new and old deposits and the base metal at the point of junction and result in continuous weld. Before the welding operation is completed, all traces of slag shall be removed from the deposit, by chipping if necessary and the deposit and the adjoining base metal shall be wire brushed and cleaned at all points. The requirements shall apply not to successive layers, but also to successive beads and to the overlapping area wherever a junction is made on starting a new electrode The weld shall be free from cracks, discontinuity and other defects like under size, over size, under-cutting etc. All the defective welds which shall be considered harmful to the strength shall cut out and re-welded Finished welds and adjacent part shall be protected with clean boiled linseed oil and after all slag has been removed from the welds and adjacent parts, painting shall be done after the same is approved All the members shall be thoroughly cleaned of rust, cakes, dust etc. and given a priming coat of red lead paint before fixing them in position Grinding to the finished level is to be done, if directed by the Architect and Engineer-in-charge. All expose weld shall be ground smooth. Welds which have not been ground shall be scrubbed Page 125 of 146

222 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. with a 10% solution of Hydrochloric acid which shall be washed of with water before painting unless alkali resistant paint is used For erection the relevant specifications of item no. 2.2 shall be adopted except that while erecting a welding structure, adequate means shall be employed for temporary fastening the members together and bracing the framework until the joints are welded. Such means shall consist of bolts, tack welding or other positive devices imparting sufficient strength and stiffness to resist all temporary loads and lateral forces including wind. 4.0 Mode of Measurements and Payment: 4.1 (a) All work shall be measured on the basis of finished dimensions, as fixed on site and measured net unless specified otherwise. (b) The weight of steel sections, steel strips in finished works shall be calculated from standard weight on the same basis on which steel is supplied to the Contractor by the Client or those given in relevant IS Codes, if steel is arranged by the contractor. (c) The weight of steel plates and strips shall be taken from relevant IS Codes, based on 7.85 kg/m² for every mm. sheet thickness, if steel is supplied by the Contractor, otherwise, the weight shall be calculated on the basis on which steel is supplied to the Contractor by the Client. (d) Unless otherwise specified weight of cleats, brackets, packing pieces, bolts, nuts, washers, distance pieces, separators, diaphragm gusset (taking over all square dimension) fish plates etc. shall be added to the weight of respective items. (e) In riveted work, allowance shall be made for weight of rivet heads. No deductions shall be made for rivet or bolt holes excluding holes for anchor or holding down bolts. (f) For forged steel and steel castings, weight shall be calculated on the basis of 7850 kg/m 3. (g) Unless otherwise specified an addition of 2.5% of the weight of structure shall be made for shop and site rivet heads in riveted steel structure. (h) Dimensions other than cross sections and thickness of plates shall be measured to nearest m. (i) Mill tolerance shall be ignored when weight is determined by calculation. 4.2 The rate includes cost of all material, labour, erection, hoisting, scaffolding, safety measures and sundry required for proper completion of the item of work, at all heights. This shall also include conveyance and delivery, handling, loading, unloading and storing etc. required for completion the item described above including necessary wastage involved. 4.3 The weight of welding material shall not be added in the weight of members for payment and nothing extra shall be paid for making and filling the temporary fastening of members during erection before welding. 4.4 The rate shall be for a unit of one kg. 4.5 Only standard sectional weight will be considered and welding will not be considered in weight Rolled M.S.sections and M.S. Plates :YST 250 grade (I - Page 126 of 146

223 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. beams,channel,angle,m.s.plate)to be used for the fabrication of columns, beams,truss,rafter,tie box,tie,bracing etc. 1.0 The relevant specifications of item No shall be followed Pipes, squares, and rectangle hollow sections : Yst grade. (TATA BOX SECTIONS) 1.0 The relevant specifications of item No shall be followed Providing and Fixing 0.85 meter high MS steel railing in "B" class round sections/rhs/shs sections with vertical supports & pin connections with RCC with anchor fasteners as per drawing including one coat of metal primer & two coats of ready mix enamel paint, at all levels, complete as per the direction of Architect and Engineerin-charge. 1.0 Materials: MS steel rail shall be of approved colour and make as specified in the item. 2.0 Workmanship, Mode of Measurements and Payment: 2.1 The railing shall be fixed as per the design, drawing with necessary hardware. Work shall be carried out with best workmanship and specification as per item no The item shall be measured and paid in rmt. No hidden measurements shall be measured and paid. Only actual visible measurement shall be measured and wastage shall not be permitted Providing, fabricating and fixing M.S. insert plates with lugs as per design of required sizes as per approved drawing, design and direction. Rate shall include the necessary arrangements in the shuttering works. Item includes the one coat of yellow oxide and three coats of enamel paint on outer surface etc. complete. 1.0 Materials, Workmanship &, Mode of Measurements and Payment: Work shall be carried out with best workmanship and specification as per item no The item shall be measured and paid in kg Providing, fabricating and fixing foundation bolts of required sizes as per approved drawing, design and direction. Rate shall be inclusive of making pockets in RCC for foundation bolts, providing sleeve for foundation, making template for the same and grouting the sleeve with general concrete. If grouting with special chemical shall be done then it shall be supply (Considered in relevant item). Foundation bolts includes the necessary washers, nuts etc. including keeping the threads of the foundation bolts covered with grease and kerosene and plastic sheets etc. complete. 1.0 Materials, Workmanship &, Mode of Measurements and Payment: Work shall be carried out with best workmanship and specification as per item no The item shall be measured and paid in kg. Page 127 of 146

224 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. PAINTING & POLISHING WORK Providing & applying Distempering (3 coats) with oil bound washable distemper of approved manufacturer like Asian, Berger, Nerolac or equivalent and of required shade, on any surface to give an even shade, including a priming coat with alkali resistant primer and applying two coats of putty after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth etc., after applying of putty, complete, as directed Materials: 1.1 Oil bound washable distemper and cement primer if on plastered surfaces and woodorite, if on wood surfaces, shall be of approved brand and manufacture. The distemper shall be of required colour and shade and the same shall conform to IS : Paint shall conform to M Workmanship: 2.1 Scaffolding: Where scaffolding is required, it shall be erected in such a way that as far as possible, no part of scaffolding shall rest against the surface to be distempered. A properly secured strong and well tied suspended platform (Zoola) may be used for distempering. Where ladders are used, pieces of old gunny bags shall be tied at top and bottom to prevent scratches to the walls and floors. For distempering to ceiling, proper stage scaffolding shall be erected where necessary and the floor area shall be covered with plastic so that the flooring is not spoilt. 2.2 Preparation of surface: The surface shall be thoroughly cleaned of all dust, dirt, mortar dropping and other foreign matter before white wash is to be applied The surface spoiled by smoke soot shall be scrapped with steel wire brushes or steel scrapers or shall be rubbed with over burnt surkhi or brick bats. The surface shall be then broomed to remove all dust and dirt and shall be washed with clean water Oil or grease spots shall be removed by suitable chemical. Smooth surfaces shall be rubbed with wire brushes All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular patches and plastered again after raking the masonry joints properly. Such portions shall be wetted and allowed to dry. Any crevices, at any level shall be cleaned and filled with the plaster mortar and cured as above. They shall then be given one coat of white wash All unnecessary nails shall be removed; the holes, cracks, patches etc. shall be made good with material similar in composition to the surface to be prepared The undecorated surface to be distempered shall be thoroughly brushed from dust, dirt, grease, mortar dropping and other foreign matter and sand papered smooth. New plaster surface shall be allowed to dry for atleast 2 months before applications of distemper or one coat of white wash with white cement shall be done prior to painting with distemper All unnecessary nails, hooks etc. shall be removed. Pitting in plaster shall be made good with plaster again and papered with a fine grade sand paper and made smooth. A coat of distemper shall be applied over the patches. The surface shall be allowed to dry thoroughly before the regular coat of distemper is applied. The surface affected by moulds, moss, fungi, algae lichens, efflorescence etc. shall be treated in accordance with IS : 2395 (Part-1) Before applying distemper, any unevenness shall be made good by applying putty made out of plaster Page 128 of 146

225 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. of paris mixed with water, on entire surface, including filling up the undulation and then sand papering the same after it has dried. 2.3 Priming coat : A priming coat of cement primer of approved manufacture shall be applied over the papered surface in case of new work or undecorated surface. If the distemper priming is done after the plastered wall surface dries completely, the distemper primer shall be avoided Application of primer and putty shall be done as under: The primer shall be applied with a brush on the clean, dry and smooth surface. Horizontal strokes shall be given first and vertical strokes shall be applied immediately afterwards. This entire operation will constitute one coat. The surface shall be finished as uniformly as possible leaving no brush marks. A coat of putty (lapi) shall be applied to the entire surface. Putty shall be used of readymade or brought of the company like Asian as directed by the Engineer-incharge and Architect. The second coat of primer and putty shall then be applied and it shall thereafter be allowed to dry for at least 48 hours before oil bound distemper or paint is applied Oil bound distemper is not recommended to be applied within six months of the completion of wall plaster Preparation of oil bound distemper: The distemper shall be diluted with mineral turpentine oil or any other prescribed thinner in a manner recommended by the manufacturer only. Sufficient quantity of distemper required for a day's work shall be prepared. 2.5 Application of Distemper coat : On any surfaces, after the primer coat has dried for atleast 48 hours, the surface shall be lightly sand papered to make it smooth for receiving the distemper, taking care not to rub out the priming coat. All loose particles shall be dusted off after rubbing. Minimum two coats of distemper shall be applied with brushes in horizontal strokes followed immediately by vertical strokes which together shall constitute one coat. The subsequent coats shall be applied after a time interval of at least 24 hours between 2 consecutive coats to allow proper drying of the preceding coat. The finished surface shall be even and uniform without patches, brush marks, distemper drops etc Sufficient quantity of distemper shall be mixed to finish one room at a time. The application of a coat in each room shall be finished in one operation and no work shall be started in any room which cannot be completed on the same day cm. double bristled distemper brush shall be used. After a day's work, brushes shall be thoroughly washed in hot water with soap solution and hung down to dry. Old brushes which are dirty and caked with distemper shall not be used on the work. 2.6 Protective measure: The surface of doors, windows, ventilators, floors, articles of furniture etc. and such other part of the buildings which are not to be distempered shall be protected from being splashed upon. Such surfaces shall be cleaned of distemper splashes, if any. 3.0 Mode of Measurements and Payment: 3.1 Priming coat of distemper primer, scraping of surface spoiled by smoke soot, removal of oil and grease spots, treatment for infection of efflorescence, mould, moss, fungi, algae and lichen and patch repairs to plaster shall be included in this item for which nothing extra shall be paid. Page 129 of 146

226 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 3.2 All the work shall be measured net in this item as in place subject to the following limits unless otherwise stated hereinafter: (a) Dimensions shall be measured to the nearest 0.01 m. (b) Area in individual items shall be worked out to the nearest 0.01 m 2. All work shall be measured in m 2. No deductions shall be made for ends of joints, beams, posts etc. and openings, not exceeding 0.5 m 2. each and no addition shall be made for reveals, jambs, soffits, sills etc. of these openings nor for finish around ends of joints, beams posts etc. 3.3 Deductions of opening exceeding 0.5 m 2. but not exceeding 3.0 m 2. each shall be made as follows and net addition shall be made for reveals, jambs, soffits etc. of these openings : (a) When both the faces of walls are provided with same finish, deductions shall be made for one face only. (b) When each face of is provided with different finish, deduction shall be made for that side of frame for doors, windows etc. on which width of reveal is less than that of the other side but no deduction shall be made on the other side. Where the width of reveals on the both the faces of wall are equal, deduction of 50% of area of opening on each face shall be made from area of finish. (c) When only one face of wall is treated and the other face is not treated, full deductions shall be made if the width of the reveal on treated side is less than that on untreated side but if the width of the reveal is equal or more than that on untreated side neither deductions nor additions to be made for reveals, jambs, soffits, sills etc. 3.4 In case of opening of area exceeding 3.0 m 2. each, deduction shall be made for openings but jambs, sills and soffits shall be measured. 3.5 No deductions shall be made for attachments such as casings, conduits, pipes, electric wiring and the like. 3.6 Corrugated surfaces shall be measured flat as fixed and not girth. The quantities measured shall be increased by the following percentage and the resultant shall be included with the general areas: (a) Corrugated steel sheets 14% (b) Corrugated A.C. Sheets 20% (c) Semi corrugated A.C. Sheets 10% (d) Nainital pattern roof (Plain sheeting with rolls) 10% (e) Nainital pattern roof (with corrugated sheets) 25% 3.7 Cornices and other wall features, when they are picked out in a different finish/colour shall be girthed and included in the general area. 3.8 Item includes removing nails, making good holes, cracks, patches with materials similar in composition of distemper. 3.9 The rate includes cost of all materials, labours, scaffolding, protective measures etc. involved in all the operations described above, carried out at all floor heights, in any position, at all levels. This shall also include conveyance, delivery, handling, unloading, storing work etc. Page 130 of 146

227 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The rate shall be for an unit of one m Providing & applying three coats of Glossy or Matt/luster enamel paint of desired shade, of approved make, shade, brand and manufacture, on any surfaces, at all heights, to give an even shade, including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papering smooth. The paint shall be applied after applying a coat of primer and metal putty. 1.0 Materials: G l o s s y, Flat, Pearl Luster and Matt enamel paint shall conform to IS: and M-44B. 2.0 Workmanship: 2.1 General The materials required for work of painting work shall be obtained directly from approved manufacturers or approved dealer and brought to the site in maker's drums, cage etc. with seal unbroken All materials not in actual use shall be kept properly protected, lid of containers shall be kept closed and surface of paint in open or partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which have become stale or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into small containers. While applying also, the paint shall be continuously stirred in smaller container. No left over paint shall be put back into stock tins when not in use. The paint shall be stirred thoroughly in its container before pouring into small containers If for any reasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be used The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly removed before painting is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp or otherwise unfavorable weather and all the surfaces shall be thoroughly dry before painting work is started For Glossy, Flat, Pearl luster and Matt finish, painting of same specification shall be followed except that the type of paint shall be changed as per the direction of Architect and Engineer- incharge, to give the desired finish. 2.2 Application: Brushing operation are to be adjusted to the spreading capacity advised by the manufacturer of particular paint. The paint shall be applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering the area over with paint, brushing the surface hard for the first time over and then brushing alternately in opposite directions two or three times and then finally brushing lightly in direction at right angles to the same. In this process, no brush marks shall be left after the laying off is finished. The full process of crossing and laying off will constitute one coat Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose particles brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Architect & Engineer-in-charge before next coat is started. Page 131 of 146

228 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Each coat shall be lightly rubbed down with sand paper of fine pumice stone and cleaned off dust before the next coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels angles of mouldings etc. shall be left on the work Special care shall be taken while painting over bolts, nuts, rivets, overlaps etc Approved best quality brushes shall be used. 3.0 Mode of Measurements and Payment: 3.1 The new steel and other metal surface shall be measured under this item. 3.2 All the work shall be measured net, in the decimal system as executed, subject to the following limits unless otherwise stated herein after: (a) Dimensions shall be measured to the nearest 0.01 m. (b) Areas shall be worked out to the nearest 0.01 m No deductions shall be made for openings not exceeding 0.5 m 2 each and no addition shall be made for painting to beading, mouldings, edges, jambs, soffit etc. of such opening. 3.4 In case of fabricated structural steel and iron work, primer coat of oil paint shall be included with fabrication. In case of trusses, if measured in m 2, compound girders, stanchions, lattices, girder and similar work, actual area shall be measured in m 2 and no extra shall be paid for painting on bolts, heads, nuts, washers etc. No addition shall be made to the weight calculated for the purpose of measurements of steel and iron works for paint applied on shop or at site. 3.5 The different surfaces shall be grouped into one general item, areas of uneven surface being converted into equivalent plain areas in accordance with the relevant I.S. code for payment. 3.6 The rate shall include the cost of all materials, labour, scaffolding, protective measures etc but is excluding priming coat. required for the above specified operation, at all floors, at any height, in any position. Scrapping of surface, washing etc. of surfaces spoiled by smoke, soot, removal of oil and grease spots, treatment for infection with efflorescence, moulds, moss, fungi, algae and lichen shall not be paid extra. This shall also include conveyance, delivery, handling, unloading, storing work etc. 3.6 The rate shall be for an unit of one m Providing and applying, 100% Acrylic paint of approved shade, on any surface (3 coats) to give an approved brand or manufacture (Apex or equivalent) and of required even shade after thoroughly brushing the surface to remove all dirt and remaining all loose powdered materials. 1.0 Materials : 1.1 The water shall conform to M-1. Cement water proofing paint shall conform to IS : , M-44.8.(H) and shall be of approved shade. 2.0 Workmanship : 2.1 Scaffolding : The relevant specifications of item No shall be followed. 2.2 Preparation of surface : Page 132 of 146

229 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. The relevant specifications of item no shall be followed except that the work white wash, colour wash shall be substituted with water proofing cement paint. The surface shall be thoroughly wetted with clean water before cement water proofing paint is applied. 2.3 Preparation of paint : Portland cement paint shall be prepared by adding paint powder to water and stirring to obtain a thick paste, which shall then be diluted to a brushable consistency. Generally, equal volumes of paint powder and water make a satisfactory paint. In all cases, the manufacture's instructions shall be followed. The paint shall be mixed in such quantities as can be used up within an hour of mixing as otherwise the mixture will set and thicken, affecting flowing and finish. The lids of cement paint drums shall be kept tightly shut when not in use. 2.4 Application of Paint : No painting shall be done when the paint is likely to be exposed to a temperature of below 7 0 C within 48 hours after application When weather conditions are such as to cause damage, the work shall be carried out in shadow as far as possible. This helps the proper hardening of the paint film by keeping the surface moist for a longer period To maintain the uniform mixture and to prevent segregation, the paint shall be stirred frequently in the bucket For undecorated surfaces, the surface shall be treated with minimum two coats of water proof cement paint. Not less than 24 hours shall be allowed between two consecutive coats. Next coat shall not be started until the proceeding coat has become sufficiently hard to resist marking by the brush being used. In hot dry weather, the preceding coat shall be slightly moistened before applying the subsequent coat The finished surface shall be even and uniform in shade, without patches, brush marks, paint drops etc The cement paint shall be applied with a brush with relatively short stiff hog or fibre bristles. The paint shall be brushed in uniform thickness and shall be free from excessively heavy brush marks. The lumps shall be well brushed out Water proof cement paint shall not be applied on surfaces already treated with white wash, colour wash, distemper dry or oil bound varnishes, paint etc. It shall not be applied on gypsum, wood and metal surfaces. 2.5 Curing: Painted surfaces shall be sprinkled with water two or three times a day. This shall be done between coats and for at least two days following the final coat. The curing shall be started as soon as the paint has hardened so as not to be damaged by the sprinkling of water say about 12 hours after the application. 2.6 Protection measures shall be taken as per item No , Para Mode of Measurements and Payment: 3.1 The relevant specifications of item No shall be followed. 3.2 The rate shall be for a unit of one m 2. Page 133 of 146

230 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. ROOFING WORK Supply of Bare Zincalume/Galvalume Roofing or cladding sheets made out of 0.5 mm, 550 MPA yield stress and having coating grade AZ-150 confirming to ACTM the sheet. The sheet shall be fixed with SDST screw confirming to grade-1 to be fixed on the crest of the rib the screw shall be have integral EPDM washer for cladding sheets. SDST screw shall be fixed in the valley near the rib. Each rich / valley shall be fixed with SDST screw every purlin. The overlaps in the length shall be applied with one raw of silicon sealant (exterior grade-glass to metal grade) lining. The accessories like ridge shall be fixed with SDST screws and gap between ridges and shall be close with turn bend of the ridge. The sheet below ridge shall be turn up to avoid leakage. There should be anti capillary flute on side overlapping end and each sheet shall have male & female ribs for overlapping 1.0 Materials: Bare Zincalume Sheets shall conform to M Workmanship: 2.1 Spacing of the purlins shall be provided such that one purlin rests at the ridge and one at the caves. The other purlins for 0.5 mm. thick B.G. sheet shall not exceed a center to center distance of 1.4 to 1.6 m. The purlin shall coincide with the centre line of the end lap. The ridge purlins shall be placed in such a way that the ridges can be fixed properly. The portion overhanging the wall support shall not be more than one fourth of the spacing of purlins. 2.2 The top surface of the purlins shall be painted before the sheets are fixed over them. Embedded portions of purlins shall be finished with two coats of coal-tar. 2.3 Laying of Sheets: The sheets shall be laid over the purlins, to a true plane with the line of corrugations truly parallel or normal to the sides of area to be covered. The sheets shall not generally be built into the gables and parapets. They shall be bent up along their side edges close to the wall and the junction shall be protected by suitable flushing or by projecting drip course The laps at the end shall be provided, 200 mm. minimum, The side lap shall be provided between two ridges of corrugations, at each side The sheets shall be cut to the dimensions and to the shape of the roof, either along their lengths or their width and in slant across the line of corrugations, at hips and valleys. The sheets shall be cut carefully with a straight edge and chisel, to give a straight finish. The sheets shall be laid such that the laps are turned away, from the usual direction of local heavy rain. 2.4 Fixing of Sheets: Sheets shall be fixed to the purlins or other roof members such as hips and valleys, rafters, etc., with SDST (Self drilling & tapping screws) of approx. 400 to 600mmdistance. The vertical lap is stitched with specially designed aluminum roofing rivets with EPDM washers at 500 to 600 distances approx. Rain direction is to be checked & the sheeting is to be fixed from bottom to top, in the opposite direction of rain. The position of sheet should be such that the anticapillary grooves end corrugation is overlapped by the other sheets first plain corrugation Holes for all bolts shall be drilled and not punched in the ridges of the corrugations from the under side, while the sheets are on the ground. The holes in the sheets shall be at least 50 mm. from the edge. Sheets drilled wrongly shall be rejected. The holes in the washers shall be Page 134 of 146

231 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. of the exact diameter of hook, bolts or the seam bolts. The nuts shall be tightened from above to give a leak-proof roof The roof when complete shall be true to lines and slopes and shall be leak-proof. 3.0 Mode of Measurements and Payment: 3.1 The measurements of the sheets, both at their ends and along the side edges shall be measured. The overlaps of the sheets over the valley piece and their under lap under the ridge, hip and flashing piece shall be included in the measurements. 3.2 No deductions in measurements shall be made for openings like chimney stacks, sky-light, etc., having area upto 0.40 m 2. nor extra be paid for extra labour in cutting and for wastage, etc., in forming such openings. 3.3 The rate shall include the cost of all materials and labour involved in all operations described above. The rate also includes the cost of provision, erection and removal of the scaffolding, benching, ladders, templates and tools required for the proper erection and completion of the work. The rate excludes the cost of purlins, rafters and trusses. 3.4 The rate shall be for a unit of one m Providing and fixing 0.50 mm thick Bare Zincalume matching accessories like corner piece, flashing, ridge etc. with SDST bolts etc. complete. 1.0 Materials: Bare Zincalume matching accessories shall conform to M Workmanship: 2.1 Fixing Accessories: The sheets shall be secured to the purlins and other roof members by means of 8 mm. dia. galvanized iron bolts `J' type hook bolts, in case of angles, iron purlins and `L' type bolts, incase of R.S. joists, pre cast concrete or timber purlins, and nuts, bearing on the galvanized iron washers and bitumen washers. The grip of `J' or `L' bolts on the side of purlins shall not be less than 25 mm. Each galvanized iron `J' or `L' hook bolts shall have a bitumen washer and galvanized iron washer placed over the sheets before the nuts are screwed down from above. On each purlin there shall be one hook bolt, on the crown adjacent to the side lap, on either side. Bitumen washer shall be of approved quality. The G.I. flat washer shall be 25 mm. in diameter and 1.60 mm. thick and bitumen washer shall be 35 mm. in dia and 1 mm. thick with a hole to suit the required size of fixing accessory. Each nut shall be screwed lightly at first. After a dozen or more sheets are laid, the nuts shall be tightened to ensure a leak-proof joint and the nuts shall be tightened only to an extent so as to prevent damage to the sheets. The length of the `J' bolts or crank bolts shall be 75 mm. more then the depth of purlins for single sheets fixing and 90 mm. more, where two sheets overlap or where ridges or other accessories are to be fixed. The minimum length of coach screw for timber purlins shall be 110 mm. 2.0 Mode of Measurements and Payment: 2.1 The rate shall be for a unit of one rmt. Page 135 of 146

232 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Providing and fixing Polycarbonate sheets 3 mm thick embossed of profile equivalent to roof sheets/ or as a part of trapezoidal sheets with SDST bolts or as recommended by the manufacturer of polycarbonate sheets, of approved make and design as per Architect's instructions. (Structural fabrication shall be as per drawing and design and shall be measured and paid under relevant item of work) 1.0 Materials: Polycarbonate sheets for roof glazing shall conform to M Workmanship: The sheet shall be fixed as per the manufacturer's instructions using silicone sealant and dry rubber profiles or setting blocks, as instructed. 3.0 Mode of Measurements and Payment: 3.1 The rate shall be for a unit of one no Providing, fixing & commissioning Turbo Ventilator of size 600mm of Aluminum Finish of Mbient Turbo make or equivalent or equivalent in line level and plumb on top of roof/ slab, over the cut outs provided in roof slab etc. complete as per the suppliers specifications and instructions of Architect/Engineer-in-charge. 1.0 Materials: Aluminum turbo ventilator of 600 mm dia made of 42 nos spinning vanes & of double ring. 2.0 Workmanship: The turbo ventilator shall be fixed as per the manufacturer's instructions using silicone sealant and dry rubber profiles or setting blocks, as instructed. 3.0 Mode of Measurements and Payment: 3.1 The relevant specifications of item no shall be followed. 3.2 The rate shall be for a unit of one no Providing, fabrication & fixing 1.25mm Metal Deck Sheet with end closed & with support of Structural steel.(structural fabrication shall be as per drawing and design and shall be measured and paid under relevant item of work.) 1.0 Material & workmanship: The relevant specifications of item no shall be followed. The rate shall be for a unit of rmt Page 136 of 146

233 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. PILLING WORK Providing and laying cast-in-situ Under reamed with single bulb pile, with M-25 grade controlled cement concrete, having a depth up to 5.0 m. from original ground level of specified dia etc. complete, as directed. The item shall exclude the cost of reinforcement. 1.0 Materials : Water shall conform to M-1. Cement to M-3. Sand to M-6. Grit to M-8. Coarse aggregate to M Workmanship : 2.1 General : Under-reamed piles shall be provided when black cotton soil is encountered. Construction equipment for the piles shall be of standard make and shall conform to the C.B.R.I. standards. 2.2 For concreting with controlled cement concrete mix, the relevant specifications of Section , Detailed specification for plain & reinforced cement concrete, shall be followed. The cement concrete shall be machine mixed and vibrated. 2.3 Pile Work : Under-reamed piles shall be bored and cast-in-situ by enlarging the bore at regular spacing, by suitable method, as per the detailed drawing and design of the pile foundation. The dia. of under-reamed bulb shall be 2.5 times the dia. of the pile After setting out the pile grid, by marking the pile position, using pegs, boring guide shall be fixed on each location in turn. The boring guide shall be fixed to the ground with four spikes, keeping the pile position peg in center. Initially some soil shall be removed from the collar by digging with a cutting tool. Then the guide shall be hammered and its lower frame shall be leveled and desired angular adjustment shall be made. Both the sets of flap of the guide shall rest on extension rod of the Auger, keeping it in required position. Fixing shall be done carefully and shall be checked from time to time during the initial stage of boring For starting the bore, flaps of the boring guide shall be opened and the Auger shall be introduced, pressed down and rotated making a bore hole. A straight vertical bore hole of specified dia. shall be drilled to the required depth. As the Auger goes down the upper flaps of the guide and thereafter the lower flaps shall be closed. For easy rotation, the length of the handle shall be increased by joining extension pieces. If the soil is dry and stiff, it shall be first loosened by a cutting tool and shall be removed with the Auger. In dry weather, the top soil shall be watered overnight. If the soil is not self supportive in nature, a casing pipe of suitable length and dia. shall be placed in position, before fixing the boring guide. The casing pipe shall be withdrawn after concreting. Care shall be taken to keep the top 1 m. length of the bore hole truly vertical. Drilling mud also shall be sprayed round the walls of the bore hole, when the soil is non-supportive or water percolation into the bore is high and water is for substantial length of bore hole. The rotation of the Auger shall be slow and with constant downward pressure. For smooth and consistent operation, the Auger shall be taken out when it is just full. Incase the Auger is stuck up, it shall be given a few anti-clockwise turns and pulled out Then, the under-reaming tool, attached with a bucket, at its lower end, shall be lowered vertically down with the help of the boring guide. The process of cutting the soil with the help of opened out blades shall be done and the bucket, when filled with soil, shall be pulled out and emptied. The process shall be repeated till the required size of under-reamed bulb is obtained. Page 137 of 146

234 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. Boring guide shall then be removed. The depth of each bore shall be checked and approved by the Engineer-in-charge, before inserting the under-reaming tool If there shall be any obstruction, it shall be broken down with a cutting tool or a heavy crow bar. If it cannot be broken and removed, the bore size shall have to be increased. A suitable tong shall be used for removing the obstruction. If this also fails, the bore shall have to be abandoned and position of the pile shall be changed, as per the revised design For single under-reamed piles, the bore shall be taken down to the full depth by the Auger and the base shall be enlarged by the under-reaming tool. In double and multi-reamed piles, boring shall be done first to the required depth for first under-reaming and then extended further for the second under-ream and the process shall be repeated, for multi-reamed piles For boring deeper than 3.5 m. and also for bore holes larger than 37.5 cm. dia., portable tripod hoist with manually or mechanically operated winch shall be used Boring in Unstable strata : In strata below the water table, water shall be encountered in the bore holes. When the water is confined to a smaller depth at the bottom of the bore hole, stabilization shall not be required and just before concreting the water shall be bailed out and the bore shall be concreted quickly. However, if the water percolation is high and water is for substantial depth of the bore hole, concreting shall be done by termie method, described below In cohesionless sandy strata below water table or very loose deposits even above the water table, the bore holes have a tendency to cave in. In such situations, stabilization of bore holes shall be necessary with the help of drilling mud. When the incidence of caving in is only moderate, to overcome it, drilling mud is poured from top while advancing the bore hole. The level of pouring of the drilling mud shall be the level below which the caving occurs. For boring, the tools used for dry strata shall also be used alongwith the drilling mud. As in dry bore holes, after completing the under-reaming, the Auger shall be lowered to ensure the correct depth and if any loose material is found, it shall be removed. Any muck still remaining at the bottom of the bore hole, shall be removed by further circulating the drilling mud through the steel pipe, in the form of jet which ejects out the slurry. For this purpose the top of the pipe shall be connected with a delivery pipe of manually or mechanically operated reciprocating piston pumps. During the curse of this operation the pipe shall be moved down, thus finally filling the bore hole with drilling mud. The washing of the holes shall be done just before concreting and it may be continued for minutes When the incidence of caving in, is excessive and/or greater depths of boring are required, the stabilization of the bore hole shall need continuous circulation of drilling mud. In such cases, modified Auger and under-reamer shall be used. The mud slurry shall be pushed up by manually or mechanically operated reciprocating piston pumps, through a swivel which permits the rotation of tools and which has a hollow rod. After a few turns of the tool, it shall be pulled up a little and pressed down few times. The slurry flowing out of the hole shall be led to a settling tank which in turn shall be joined to the tank from which it shall be pumped again. It shall be occasionally checked for its consistency and any loss shall be made good by adding more bentonite to the tank As the cut soil is washed up, the coarser material settles down which shall be collected in the Auger bucket. When the bucket is sufficiently full, the rate of boring slows down, pumping shall be stopped and the Auger shall be removed from the bore. On emptying the bucket, the operations shall be repeated till the desired depth of boring is achieved The under-reaming tool shall next be lowered down and drilling mud shall be pumped in. The tool shall be pressed down and slowly rotated. After a few turns, the pressure on the tool is released but the rotation shall be continued so as to facilitate the washing out of the cut soil. Page 138 of 146

235 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. The other operations shall be repeated till the completion of under-reaming. The formation of the under-reamed bulb to the full size shall be indicated by the tool, in the same manner as in normal soils. On completion of the bulb, the Auger shall be lowered and pumping of drilling mud shall be continued to clear any muck and the correct depth shall be ensured. The final cleaning by circulation of drilling mud shall always precede immediately before concreting by termie The bore hole full of drilling mud shall not be left unconcreted for more than 24 hours, depending on the stability of the bore hole. The concreting of the same, shall be done as soon as possible In the final, measured and checked bulb, a concreting funnel shall be placed on top of the bore hole. Concrete of specified mix, mixed as per the relevant specifications and as described, shall then be placed in the hole, so that a layer of 10 cm. shall be deposited at the bottom. The reinforcement cage shall then be lowered and positioned centrally with extreme care and held in position. Further concreting shall fill the bore hole to the top. Concrete shall be properly and sufficiently compacted. While compacting, care shall be taken so as not to damage the sides of the bore hole. For dry bore holes, the slump shall be 10 to 15 cm. and for concreting by termie a slump of 15 to 20 cm. shall be required. Water cement ratio shall not be greater than If required, approved admixtures shall be used to increase the workability of the concrete. For termie concrete, 10% extra cement shall be used (For M-150 grade concrete, not less than 350 Kg/m 3. of cement and for other concrete grades, as directed). Piles which are in aggressive surroundings shall have richer mix with appropriate type of cement, as mentioned below : Concentration Concentration Qty. of Sulphate Qty. of Ordinary of SO 3 of Sulphate portland portland in ppm. cement cement More than 1% Kg/m to 1.0% 1200 to Kg/m Kg/m 3. Less than 0.5% Less than Kg/m Kg/m 3. Less than 0.2% Less than Kg/m NOTE : The above cement quantities are with the assumption that termie concrete shall be used For placing concrete in bore holes full of drilling mud or subsoil water, a termie pipe shall be used, whose internal diameter shall normally be 15 cm. The termie pipe shall be lowered in the bore hole full of drilling mud with its valve closed. A tripod winch shall be used for handling the termie. The valve shall not permit any leakage of drilling mud. The termie shall be filled with concrete and the bottom valve shall be opened. This shall permit the concrete to pour out and displace the mud upward in process. As the pouring of the concrete continues, the termie shall be lifted up gradually by means of a rope passing over a pulley, attached to the tripod. The bottom opening of the termie shall always remain in concrete. Care shall be taken that the drilling mud is displaced upwards and not mixed with the concrete. In the final stages, the quantity of concrete in termie shall be enough so that on withdrawal from the bore hole some concrete spills over the ground. Clear cover to the reinforcement shall be given by providing cover blocks of PVC or concrete. Page 139 of 146

236 PROPOSED CATTLE FEED FACTORY, KAPADVANJ The work shall be carried out as per the procedure and details given in IS : 2911-(Part 3)-1973 and C.B.R.I digest no. 56. Great care shall be taken in case of single pile or group piles under a column. The angular deviation shall not exceed 2% for vertical piles and 4% for batter piles. Group piles shall not deviate more than 75 mm. or one quarter of the stem diameter, whichever is less, from their designed position, at the working level. In case of single pile, deviation shall not be more than 50 mm. or one quarter of the stem diameter, whichever is less. The permissible deviation, in the overall length of the pile and position of bulbs on the stem shall be upto + 10 cm. Also, the shift of the pile shall not be more than 3 mm., in position The load test of two piles, at random place, shall be carried out by the Contractor to check the safe load plus 25% load. These tests shall be carried out as per I.S. specifications. The Contractor shall carry out these tests at no extra cost In case the Contractor desires to get the pile work done through a Sub-Contractor, he shall submit the names and get an approved from the same, for the Sub-Contractor. 3.0 Mode of Measurements and Payment : 3.1 The piles shall be measured per number. Reinforcement shall be paid separately as per section 2.00 for Plain and Reinforced cement concrete work. The bore holes of different diameters shall be measured separately from the ground level and shall be paid in rmt. The length shall be measured accurately upto the accuracy of a cm. The rate shall include preparation of one bulb for various diameters of the bore holes. 3.2 The rate shall include excavation of the bore hole including bulbs, cost of labours, materials, tools and equipments required, for all necessary operation for making a pile. The rate of preparation of bulbs shall be for all levels. The rate shall include cleaning of drilling mud after concreting of piles. 3.3 For multi-reamed piles each extra bulb, prepared at all levels other than the first bulb, shall be measured and paid accordingly. 3.4 The rate shall be for a unit of one rmt Do- as above for 300 mm. dia. 1.0 All relevant specification shall be as per item no the rate shall be for a unit for rmt. The pile diameter shall be 300 mm Do- as above for 400 mm. dia. 1.0 All relevant specification shall be as per item no the rate shall be for a unit for rmt. The pile diameter shall be 400 mm. Page 140 of 146

237 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. GENERAL DEVELOPMENT & ROAD WORK Box cutting the road surface, to proper slope and camber, for making a base for road work, including rolling, removing the excavated stuff and depositing on road side etc. complete, as directed, upto 100 m. lead. 1.0 Workmanship: 1.1 The land width required for road way, gutter side slope and catch water gutter shall be cleared off all trees, having a girth of 30 cm. and less. The loose stones, vegetation, bushes, stumps and other objectionable materials shall also be removed. The roots of the trees and stumps shall be removed upto 30 cm. below the grade formation. All the materials cleared will be the property of the Client. Useful material shall be arranged in convenient stacks, along the road boundary or as directed, at places within 50 m. lead and handed over to the Client, in convenient sections. Unsuitable materials shall be burnt or otherwise disposed off by the Contractor, at his own cost without causing any nuisance, inconvenience or damage to the work, property or the people in the neighborhood. If the material is disposed off outside the road length, necessary permission of private land owner shall be taken by the Contractor and royalty etc. if any, shall be paid by him, without claiming any compensation. All the material shall be disposed off in neat manner. 1.2 After clearing the site, the alignment of the road shall be properly set out, true to lines, curves, grades and sections shown on the plan or as directed by the Architect and Engineer-in-charge. The Contractor shall provide all labours and materials such as lime, string, pegs, nails, bamboos, stones, mortar, concrete etc. required for setting out, establishing bench mark and giving profiles. The Contractor shall be responsible for maintaining bench mark's profile, alignments and other stacks and marks, as long as they are required for the work, in the opinion of the Engineer-in-charge. If the Contractor defaults in this respect even after the direction of the Engineer-in-charge, within the specified time, they may be restored by the Engineer-incharge, at the cost of the Contractor. Levels and the sections of the ground shall be taken and recorded in the presence of the Contractor or his authorised representative before the excavation is started, so as to serve as the basis of measurement. The Contractor or his representative shall sign the field book in token of his acceptance of the levels, etc. If there is any disagreement, the Contractor shall inform it in writing to the officer concerned, with specific representation before starting further work. Once the work is started, no cognisance of any complain shall be taken. Merely not signing shall not be deemed as a disagreement. 1.3 Profile of sections including the road side gutters to be excavated, shall be line marked at the interval of 10 m. to 15 m. or as directed by the Architect & Engineer-in-charge, to conform the curved or straight alignments, sections, grade and side slopes. The center line shall clearly be marked and profile of embankment shall be set-up with the line marked on each side. The roadway section shall first be excavated with vertical side for each lift and the side slope for that lift shall be excavated in steps. The steps shall be smoothened to the required slope, when the excavation reaches the road formation. Contractor shall on no account excavate beyond the slope or below the specified grade unless so directed by the Architect & Engineer-in-charge. If the excavation is done below the specified level or outside the specified sections, it shall not be paid for and the Contractor shall be required to fill up at his own cost such extra excavation in the road portion, with approved materials of the embankment grade in layers, watered and fully compacted, so as to obtain the maximum density laid down for the embankment. The Contractor may require to keep the measurement, ridges and dead man to be left, at specified intervals or places and kept intact, till ordered by the Engineer-in-charge to remove, for the purpose of checking the measurements. The excavation shall be finished neatly, smoothly and evenly to the correct lines, curves, grades, sections and side slopes as shown on the plans or directed by the Engineer-in-charge. The sub-grade if loose, shall be scarified, watered and compacted to the same density as that of embankment. The section, side slopes and catch water gutter shall be maintained by the Contractor at his own cost in such a way that the Page 141 of 146

238 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. formation of the gutter will be well drained by providing necessary diversion, etc. Necessary passages shall be provided for leading away seepage, springs, surface flow or rain water safely without damaging the work. If any damage occurs due to default of the Contractor in this respect, he shall make good the damage at his own cost. If it is necessary in the excavation of the work to interrupt existing surface drain, sewer or under drainage, temporary arrangements shall be provided till such time as and when necessary or as directed. The Contractor, at his own cost shall make the interrupted drainage and sewer etc. unless separately specified in the tender. Any damage to the existing work or work in hand caused as a result of his operations or negligence, shall be made good by the Contractor at his own cost. Road side gutters shall be excavated to the specified sections and shall be measured along with the main cutting in m Care shall be taken to see that excavation is carried out in a safe manner so that, there will not be any risk to the work or workman, by landslides or falling material, boulders and collapsing sides, etc. 1.5 If a landslide occurs in the cutting, it shall be removed as directed by the Engineer-in-charge. If the finished slopes, slides into the roadway before final acceptance of the work, such slide shall be removed by the Contractor and shall be paid extra for, at the contract rate for the class of excavation involved, provided the slides are not due to any negligence of the Contractor. The classification of the material in slides shall conform to its condition, at the time of removal and payment shall be made accordingly regardless of its prior condition. 1.6 If there is a traffic nearby or if there are villages or towns in the neighbourhood barricades, the traffic signals shall be provided for day as well as night for the duration of the work, in such a way to prevent accidents. Warning signals shall be displayed on both sides, 7.0 m. away from the point of danger, giving sufficient warning. Necessary signalers shall be stationed at each end to regulate traffic wherever necessary or as directed. Measure shall be taken to see that the excavation does not affect to the adjoining structures or properties. If there is any damage to the adjoining property, injury to workers, the public, animals, etc. due to the negligence of the Contractor, he will be responsible and liable to all the consequences, including compensation. 1.7 All the excavated materials shall be the property of the Client. When the useful excavated materials is to be reused in the embankment, within a lead of 200 m., it shall be directly deposited in the required location, in specified layers. No handling or conveyance charges shall be paid, if material is temporarily deposited elsewhere and subsequently conveyed to the site of deposition. The sequence of the operation shall be arranged properly. Material required for the item other than the bank shall be arranged in neat stacks at convenient places without interfering with the drainage, in any way. If no area of land is available on site and the excavated useful stuff is to be stacked temporarily before being reused under the same agreement, the Contractor shall make his own arrangement for stacking of these materials temporarily on private land by paying rents, etc., without claiming any compensation. Surplus materials not required for reuse may be used of his own, to uniformly widened the embankment, to flatten the slope and to fill lower places in the road land, if so permitted by the Engineer-in-charge. Materials not required for the reuse, whatsoever, may be disposed off by the Contractor, at his own cost in manner approved by the Engineer-in-charge. 1.8 If the Contractor does not wish to utilize the quantity of cutting within the specified lead for any reason, then he may do the embankment work with the earth brought from the other sources. But in that case, the full or the part of acceptable quantity of stuff for which payment is made or to be made will be deducted from net quantity of the earth work in embankment arrived at within chainage measured as above. 1.9 The contract rate shall be for an unit of one m 3. Excavation shall be measured in its original position by taking cross section before the work starts and after its completion. The quantity shall be worked out by the average area method. When the classification of the strata changes, the Contractor shall bring this to the notice of the Engineer-in-charge, who will then verify and if necessary, take levels for the changed strata for the purpose of the measurement. Page 142 of 146

239 PROPOSED CATTLE FEED FACTORY, KAPADVANJ Filling, in foundations and plinths & general development with murrum or selected soil obtained from outside (Contractor's earth) in layers of 15 cm. thickness, including watering, ramming well and consolidating etc. complete, as directed. The relevant specifications of item no of civil section shall be followed. The rate shall be for a unit of one m Providing and laying rubble soling in a compact manner, under RCC road, using suitable cut size stones as per the thickness,covering and leveling the surface with required camber with a layer of murrum/filling sand after filling the voids with smaller sized stones or stone chips, including watering, ramming well and consolidating each layer by roller, as directed 1.0 Materials: 1.1 Using suitable cut size rubble stones shall be collected by the Contractor to the site of work. Stacking shall be done in systematic way so as to allow easy inspection and in such a place as will not cause any loss. The metal shall be collected from approved quarry situated place near to the site as approved by the Architects and Engineer-in-charge. 1.2 Murrum or selected earth brought from outside shall be clean, of good binding quality, and of approved quality obtained from approved pots/quarries of disintegrated rocks which contain silicones materials and natural mixture of clay of calcareous origin. The size of murrum shall not be more than 20 mm. and shall be approved by the Engineer-in-charge before use. 1.3 The control on quality of material shall be exercised by the Engineer by carrying out the required tests at the frequencies as per IS norms from time to time as directed by the Engineerin-charge. 1.4 The sample of the metal collected shall be got tested at Govt. recognized laboratory or as approved by the Architect and Engineer-in-charge. The cost of the same shall be born by the Contractor. 1.5 Materials for the purpose shall be of approved quality. Any material which is found of inferior quality shall be rejected and the Contractor shall remove such rejected material from the site at his own cost immediately. The material shall be collected from quarries approved by the Engineer-in-charge. 1.6 The material shall be got approved by Engineer-in-charge prior to collection on site. It shall be free from all rubbish, dust and any organic materials as well as clods of black cotton soil. Material shall not be allowed to be collected within the road boundary. 2.0 Workmanship: 2.1 Regular stacks shall be done by the Contractor on a fairly level ground. Stacking of the metal shall be done in a manner as directed by the Architect and Engineer-in-charge. 2.2 Stacking of material as per requirement shall be carried out. The metal stack shall be checked by the Engineer-in-charge before spreading. The collection shall always commence at one end of the road and carried out continuously towards the other end unless the Architect and Engineer-in-charge shall direct otherwise. 2.3 It shall be spread evenly on the prepared surface in required grade and camber by using camber broads etc. so as to ensure that the surface is in true camber and grade. At least two camber boards shall be in use on site. The surface shall be checked at every 50 ft. by means of templates, while the correctness of the camber in between shall be tested by strings and Page 143 of 146

240 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. corrected as required. Between the straight lengths and the curves and the meeting points of the convex and concave portions of reverse curves the change in camber of the road and super elevation shall be made very gradually as directed by the Architect and Engineer-in-charge. 2.4 Metal shall not be spread without permission of the Architect and Engineer-in-charge. Metal should be spread under careful supervision and by trained collies only. Contractor shall see that uniform spreading as per collection of metal is done. The Contractor shall spread the metal fully from the stacks without keeping any balance unless directed by the Architect and Engineer-incharge to keep some stacks in balance for making unevenness or depressions good during rolling work. 2.3 To ensure that the materials are spread to the required thickness, the road surface shall be marked out on to the length over which the contents of heaps are to be spread. The bounds of earth or murrum (one on either side) shall be made along the outer edge of metalling simultaneously with spreading of metal. These bounds shall be laid with a distance equal to the width of the road to be metalled and shall be enough to prevent the loose metal from spreading out during consolidation and to retain water used for consolidation as well. 2.4 The spreading of metal shall proceed only 200 m. (maximum) advance of the rolling operations. At the time of rolling, all surface irregularities hollows, depressions, humps, shall be set right. The spreading of metal in required layer shall be done by the Contractor. 2.5 Immediately after the spreading of the stone rolling shall be started with three wheeled power roller 8 to 12 ton capacity or tandem roller or equivalent vibrator roller. The weight of the roller shall depend upon the type of the aggregate and as indicated by the Architect and Engineer-incharge. 2.6 Except on super elevated portions where the rolling shall proceed from inner edge to outer, rolling shall begin from the edges gradually progressing towards the center. First the edge/s shall be compacted with roller running forward and backward. The roller shall then move inward parallel to the center line of the road, in successive passes uniformly lapping preceding tracks by at least one half way width. 2.7 Rolling shall continue until the aggregate is thoroughly keyed and the creeping of the aggregate ahead of the roller is no longer visible. During rolling slight sprinkling of water may be done. If necessary, rolling shall not be done. When the sub-grade is soft or yielding or when it causes a wave like motion in the sub-grade or sub-base course. 2.8 The roller surface shall be checked transversely and longitudinally with templates and any irregularities corrected by loosening the surface, adding or removing necessary amounts of aggregate and rerolling until the entire surface conforms to desired camber and grade. In no case shall be use of screening be permitted to make up depressions. 2.9 The blindage material where it is required to be used shall be applied, successfully in two or more thin layers at a slow and uniform rate. After each application, the surface shall be continuously sprinkled with water, the resulting slurry shall be swept in with hand brooms or mechanical brooms to fill the voids properly and rolled, during which water shall be applied to the wheels of the rollers if necessary to wash down the binding materials sticking to them. These operations shall continue until the resulting slurry after filling of voids, forms a wave ahead of the wheels of the moving roller. 3.0 Mode of Measurement and Payment: 3.1 P a y m e n t shall be made on m 3 basis without deduction for voids. Page 144 of 146

241 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 3.2 The rate includes digging the murrum, supplying, conveying with all lead and lift on the road side and stacking the same in regular stacks and making side shoulders. Material shall be collected in required quantity only at any stage of work. 3.2 The contract unit rate for collecting, carting and spreading shall include: 1. Obtaining metal and murrum from approved quarry. 2. Transporting at site. 3. Storing, stacking, protecting and spreading. 4. Keeping record of supply and use. 5. Rolling the metalled surface with 8 to 10 ton capacity power driven roller. 6. Testing the samples in the approved laboratory Providing and laying controlled 125mm thk C.C. M-25 and curing complete, excluding the cost of formwork & reinforcement, for R.C.C. work of roads and general development with broom finish. The relevant specifications of item no of civil section shall be followed. The rate shall be for a unit of one m Providing the vacuum dewatering method for the RCC with broom finish or with power driven towel finish surface of the concrete. The relevant specifications of item no of civil section shall be followed. The rate shall be for a unit of one m Providing and laying bituminous base road joint sealing compound specially rubberized to withstand against cracking as per IS-1834, Grade A, Density 1020 kg./cum and working temperature C to C. This shall be ready to use material. Overheated material shall not be used. Surface on which compound to be applied shall be completely dry. It shall be overfilled and trimmed to level. Size of the groove shall be 15 mm W x 20 mm D. The rate shall be for a unit of one rmt Providing and fixing, chain link fencing of 50 x 50 x 10 g G.I. chain link, 1.83 m. wide fabric with vertical post of M.S. angle 50 mm. x 50 mm. x 6 mm. at 2.5 m. C/C., with G.I. tension wire at top and bottom, 8 g and with necessary U clips, etc. complete. The rate shall be inclusive of necessary fixing arrangement to M.S. post by M.S. flat 30 x 5 mm, nut and bolt. The rate shall include 3 coats of enamel paint as approved by Architect and Engineer-in-charge. The M.S. post shall be fixed in the cement concrete coping above the 9" or 14" brick wall. 1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M- 6. Bricks bats aggregate shall conform to M-14. Oil paint shall conform to M-44. G.I. wire shall be of best quality. 2.0 Workmanship: Page 145 of 146

242 PROPOSED CATTLE FEED FACTORY, KAPADVANJ. 2.1 The pits of the size 0.5 m. x 0.5 m. x 0.5 m. shall first be made either in brick work or excavated, true to line and level, to receive the post at 2.5 m. C/C. The relevant specifications of item 1.01 shall be followed for excavation work. 2.2 The pits shall be filled with a layer of 0.15 m. thick lean concrete 1:5:10 (1 cement : 5 Sand : 10 graded brick bat aggregates, 40 mm. nominal size). The M.S. angle 40 mm. x 40 mm. x 6 mm. shall be then placed over the concrete in true line and plumb. The remaining portion of block shall be filled in with cement concrete 1:2:4 and rammed properly so as to form total 0.5 m. x 0.5 m. x 0.5 m. concrete block. The concrete shall be cured for 7 days to allow it to set. 2.3 The chain link shall be stretched and fixed as per drawing. The bottom row shall be 150 mm. above ground. The chain link shall be stretched between adjacent posts from top wire of one post to the bottom wire of the next post. The wires shall be fixed to the posts by means of staples. 2.4 The M.S. angle posts shall be painted with 3 coats of oil paint of approved tint and shade over a coat of primer. 3.0 Mode of Measurements and Payment: 3.1 The work shall be measured for the finished work from center to center of the posts. The items of excavation and 1:4:8 C.C shall be measured according to relevant items and the detailed specifications for the same. 3.2 The rate shall include the cost of all labour and materials (its taxes, levies, transportation etc.) involved in the operations described above. 3.3 The rate shall be for an unit of one rmt. Excavation and C.C 1:5:10 shall be paid extra under the head of the relevant items and as per respective unit. Page 146 of 146

243 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 1 of 18 ELECTRICAL ITEM SPECIFICATION SUMMARY PAGE I. Electrical Works Page No A. Item Specifications Section 1 1 LT Switchgear & power panels 02 Section 2 2 LT Distribution Board 03 Section 3 3 Cable Trench 05 Section 4 4 LT Cabling 06 Section 5 5 Cable Termination 08 Section 6 6 Cable Tray 09 Section 7 7 Internal Wiring 10 Section 8 8 Light Fixtures and Fans 15 Section 9 9 Earthing 16 Section Miscellaneous 18

244 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 2 of LT SWITCH GEAR & POWER PANELS ELECTRICAL ITEM SPECIFICATIONS Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning of L.T. panel board, fabricated from CRCA sheet & folded channel totally enclosed cubical type compartmentalized as per drawings. Panels should be manufactured single/double front type as per requirement. 1) Material MV switch gear & power panel shall confirm E-1 2) Workmanship : 1) Main busbar should be ALUMINIUM type. 2) All internal wiring and all connection shall be with copper wires and strips as required. Use copper flexible wire for below 100 Amps and copper strips for 100 Amps and above ratings. 3) All component, frame etc shall be earthed. A common internal earth bar with two separate earthing leads to be provided. 4) Painting or powder coating to be done on all sheet metal works as required. 5) Panel should have MS base frame for floor mounting unless otherwise specified. 6) The board should be front operated and extensible type. 7) Compression type brass glands and crimping lugs for incomer and outgoing ends. 8) All ammeters to be provided with C.T.'s and selector switch and voltmeter with selector switch and control fuses. 9) Panel components shall be as specified 10) The design and location of all panels to be approved by the architect/consultant before fabrication and Installment. 11) All panels should be dust and vermin proof. 12) All panels should be fabricated out of 14 gauge sheet The door should be made from 14 gauge (2 mm) and the other parts should be made from 14 gauge sheet metal. 13) All meters should be digital type with communication port only unless and otherwise specified. 14) The metering on main panels shall be LOAD MANAGER with communication port unless and otherwise specified. 15) All the Switches used should be capable of withstanding the AC23 duty for motor operation. The Switches should have quick make quick break. The contacts should be silver plated double break type. 16) Main LT Panel, Bus coupler and APFCR panel should be fabricated in the approximate length of 1 meter and depth of 1 meter compartment. 17) The board should withstand the system prospective fault current 18) Engraved plastic labels shall be provided indicating the feeder details, capacity, cable size and load in KW and danger signs. 19) The entire panel board should be with adequate height width & depth as per relevant prevailing I.S. code and Installation include foundation bolts of suitable size as per requirement. 20) All compartment doors should be concealed hinged type & handles of feeders to be interlocked mechanically with the doors such that door cannot be opened when the switch is in 'ON' position & switch cannot be 'ON' when the door is in open position. 21) Provide suitable size CT shorting terminal for all CT s. 22) Provide suitable size Exhaust Fan for APFCR / RTPFC Panel. 23) All MCCB should be with breaking capacity of I cs =100% I cw 24) All Energy Meter should be communicable type. 3) Mode of measurement: The rate shall be for one unit of panel.

245 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 3 of LT DISTRIBUTION BOARD 2.1 & 2.3 Supplying, Assembling, grouting, leveling, Connecting & testing D.B of specified make : TPN Distribution Board : Assembling, grouting, leveling, Connecting & testing various types of three phase and neutral distribution boards of desired ways of specified make: 1) Material Distribution board shall confirm to E-2 2) Workmanship : 1) All the D.B. should have separate neutral link per phase with main neutral link i.e. four neutral link of appropriate nos. of way. 2) The D.B. should be provided with 2 separate insulated earth links. 3) The D.B. should be concealed type having sheet metal enclosure with double door unless or otherwise specified.. 4) The D.B. should be Powder coated. 5) The D.B. shall have top and bottom plates open able. 6) The D.B. shall be provided with necessary cable junction box 3) Mode of measurement The rate shall be for one unit of D.B. 2.2 SPN Distribution Board Supplying, Assembling, grouting, leveling, Connecting & testing various types of Single phase and neutral distribution boards of desired ways of specified make : 1) Material As per item no ) Workmanship As per item no 2.1 above. 3) Mode of measurement As per item no 2.1 above. 2.4 MCB, ELMCB and its Accessories Supplying, Assembling, leveling, connecting & testing MCBs/ELCBs/ELMCBs/Isolators of various rating in boards as specified in 2.1, ) Material M.C.B. shall confirm to E-2 2) Workmanship Should mount all the MCBs/ELCBs/ELMCBs/Isolators and other accessories in the D.B. as per the MCB chart furnished by consultant and also do the necessary connections. Should check for any faulty connections and reconnect the same. Also check for the loading once complete installation of fixtures and other equipments is completed. 3) Mode of measurement As per item 2.1 but for MCBs/ELCBs/ELMCBs/Isolators and accessories.

246 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 4 of MCCB Supplying, Assembling, leveling, connecting & testing following MCCB etc in boards as specified in 7.1, ) Material M.C.B. shall confirm to E-2 2) Workmanship Should mount all the MCCBs and other accessories in the D.B. as per the chart furnished by consultant and also do the necessary connections. Should check for any faulty connections and reconnect the same. Also check for the loading once complete installation of fixtures and other equipments is completed. 3) Mode of measurement As per item 2.1 but for MCCB. 2.6 Caution Board: Caution boards of various sizes to be supplied & fixed on the D.B. 1) Material Should Conform to E - 1 2) Workmanship The plates shall be mounted on the D.B. as per the instructions from consultant. 3) Mode of measurement Rate shall be considered for 1 no of plates.

247 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 5 of CABLE TRENCH 3.1 Excavation and back filling of cable trenches required for laying the cables directly buried in the ground. This includes supplying and providing cable markers at an interval of 10 meters. 1) Material: All the tools and tackles required for the excavation shall be provided by the contractor. Cable marker shall be provided. 2) Workmanship Excavation shall be done as per the route specified in the plan of the consultant. Also the depth as specified in the item shall be strictly maintained. Cable markers shall be installed at length specified in the item. 3) Mode of measurement: The item shall be paid in cubic Mtr. And the measurement shall be certified by the engineer in charge from the Clients side. Depth of the excavation shall be measured from average ground level given in drawing 3.2 Supplying and spreading fine sand for a thickness of 100 mm. and providing and laying bricks for protection on cable on all the three sides. 1) Material: All the tools and tackles required for the spreading fine sand and back filling shall be provided by the contractor. Bricks of 2nd class or higher quality shall be used. 2) Workmanship Bricks shall be laid on all the three sides of the cable as per the drawing of the consultant. Proper thickness for the fine sand as specified in the item shall be strictly maintained. After back filling proper leveling shall be done and lumps of soil should not be visible. The trench should give a leveled look. 3) Mode of measurement: The item shall be paid in running Mtr. and the measurement shall be certified by the engineer in charge from the Clients side.

248 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 6 of LT CABLING 4.1 Supply, testing and Laying XLPE steel/gi wire/flat armoured cable of 1100 V grade of Copper Conductor of following sizes in ground or ready made trench or mounted on wall with necessary clamping arrangement or in pre-laid RCC hume pipe with necessary cable identification mark to be provided at distance of 10 mt. The vertical cable on wall shall be drawn in prelaid conduit for vertical mechanical support. 1) Material Shall be confirm to E- 3, 2) Workmanship Installation A) Cables shall be laid in the routes marked in the drawings. Where the route is not marked, the contractor shall mark it out on the drawings and also on the site and obtain the approval of the Architect/Consultant before laying the cable. Procurement of cables shall be on the basis of actual site measurements and the quantities shown in the schedule of work shall be regarded as a guide only. B) Cables, running indoors shall be laid on walls, ceiling, inside shafts or trenches. Single cables laid shall be laid in GI/PVC pipe and not to fix on wall slab directly or drawn through GI / PVC pipes fixed on wall or ceiling and supported at not more than 500 mm. Where number of cables is run, necessary perforated cable trays shall be provided wherever shown. Perforated trays shall be mild steel or Aluminum as specified in the schedule of work and supported on mild steel frame work as shown on drawings or as approved. Cables laid in built-up trenches shall be on steel supports. Plastic / Aluminum identification tags shall be provided at every 30 m. All cables laid shall be properly dressed and at least 50 mm space shall be kept between the cables. C) Cables shall be bent to a radius not less than 12 (twelve) times the overall diameter of the cable or in accordance with the manufacturer's recommendations whichever is higher. D) In the case of cables buried directly in ground, the cable route shall be parallel or perpendicular to roadways, walls etc. Cables shall be laid on an excavated, graded trench, over a sand or soft earth cushion to provide protection against abrasion. Cables shall be protected with brick or cement tiles on all the three sides as shown on drawings. Width of excavated trenches shall be as per drawings. Back fill over buried cables shall be with a minimum earth cover of 750 mm to 1000 mm. The cables shall be provided with cables markers at every 20 meters and at all loop points. E) The general arrangement of cable laying is shown on drawings. All cables shall be full runs from panel to panel without any joints or splices. Cables shall be identified at end termination indicating the feeder number and the Panel/Distribution board from where it is being laid. cable termination for conductors upto 4 sq.mm. may be insertion type and all higher sizes shall have tinned copper compression lugs. Cable termination shall have necessary brass glands. The end termination shall be insulated with a minimum of six half-lapped layers of PVC tape. Cable armoring shall be earthed at both ends. F) In case of cables entering the buildings. It would be done duly only through pipes. The pipes shall be laid in slant position. So, that no rain water may enter the building. After the cables are tested. The pipes shall be sealed with M. seal & then tarpaulin, shall be wrapped around the cable for making the entry of water light. G) cables shall be provided with stainless steel/aluminum cable identification tags at a maximum distance of 10m. H) All cables to be laid should be properly dress and at least 50 mm space should be kept between the cables. Testing: A) MV cables shall be tested upon installation with a 500 V Meggar and the following readings established: 1) Continuity on all phases. 2) Insulation Resistance. (a) Between conductors. (b) All conductors and ground. All test readings shall be recorded and shall form part of the completion documentation.

249 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 7 of 18 3) Mode of measurement The cable shall be measured in per mt. Basis and the rates shall include; 1. Cables and clamps 2. Installation, Commissioning and testing. Cable length shall be certified by engineer in charge from Clients side. 4.2 Supply, testing, Installation Testing &Commissioning of coating of fire resistant compound of water based thermoplastic resin, Flame retardant chemicals and inorganic incombustible fibers for coating of each cables to withstand severe fires and to prevent propagation along horizontally and vertically laid. 1) Material Shall be confirm to E- 3 2) Workmanship Installation A) Cables coating shall be done in prelaid cable in cable tray / Cable trench with usage of brush or ailless spray gun. Use 1 Mtr coating of cable & cable tray at each 6 Mtr distance and each end of cable and cable tray. And cable coating shall be use in full width and length in vertical mounted cable tray & cable. Cable coating should be Hilti make cat No CP678 or equivalent. 3) Mode of measurement The cable shall be measured in per Kg Basis and the rates shall include; Installation, Commissioning and testing. Usage of coating shall be certified by engineer in charge from Clients side.

250 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 8 of CABLE TERMINATION 5.1 Supplying & fixing double compression type Brass glands (Heavy duty, Nickel plated, brass casting) & making joint with necessary bi metallic crimping socket of long neck type connecting the same to various equipment/panel/db etc. for the given sizes 1) Material Should conform to E 4, 2) Workmanship Cable joints shall be done as per regular practice and check shall be carried out for loose connections and leakages. Insulation cutting shall be done properly taking care that no area of the conductor remains exposed. Crimping shall be done with the help of hydraulic tool. 3) Mode of measurement Rate shall be considered for 1 no of joint.

251 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 9 of CABLE TRAY 6.1 Supply & Installation of hot dip GI ladder type cable tray with all accessories like Anchor fastner, coupler, GI nut bolts, bend, tee, reducer etc as per specification and drawings complete with all required hardware : 1) Material Shall confirm to E-5 2) Workmanship As directed by engineer in charge. 3) Mode of measurement Rate shall be considered for 1 mtr cable tray including all accessories. 6.2 Supply & Installation of hot dip GI Perforated type cable tray with all accessories like Anchor Fastener, coupler, GI nut bolts, bend, tee, reducer etc as per specification and drawings complete with all required hardware : 1 Material Should conform to E 5 2 Workmanship As directed by engineer incharge. 3 Mode of measurement Rate shall be considered for 1 kg of fabrication work. 6.3 Supplying, fabricating and installation of various sizes clamps for cable tray supports using available M.S. sections & rod as per drawings or instructions of engineer in charge or consultant including applying zinc chromate yellow oxide and two to three coats of required enamel paints with anchor fasteners etc. 1 Material Should conform to E 5 2 Workmanship As directed by engineer incharge. 3 Mode of measurement Rate shall be considered for 1 kg of fabrication work. 6.4 Supplying, fabricating and installation of various sizes junction boxes made out to 14 gauge sheet with all necessary accessories & hardware etc All the necessary fabrication required will be included in the scope of contractor. Scope also includes two coat of primer and two coat of paining of each items on all the sides complete in all respect. 1 Material Should conform to E 5 2 Workmanship As directed by engineer incharge. 3 Mode of measurement Rate shall be considered for 1 kg of fabrication work.

252 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 10 of INTERNAL WIRING 7.1 Point wiring 1) Material Shall confirm to E 6. 2) Workmanship 1) Installation A) The size of conduit shall be selected in accordance with the number of wires permitted under table given below. The minimum size of the conduit shall be 25 mm. diameters unless otherwise indicated or approved. Size of wires shall not be less than 1.5 sq.mm. Copper. Nominal Cross sec. Area 20 mm 25 mm 32 mm 38 mm (mm2) S B S B S B S B S - runs of conduits which have distance not exceeding 4.25 m. between draw boxes & which do not deflect from the straight by an angle more than 15 degree. B - runs of conduits which deflect from the straight by more than 15. B) Conduits shall be kept at a minimum distance of 100 mm. from the pipes of other non-electrical services. And maintain minimum 300 mm distance between telephone, TV & Computer piping. C) Separate conduits/raceways shall be used for : 1. Normal lights and 5 A 3 pin sockets on lighting circuit. 2. Separate conduit shall be laid from D.B. to switch board or point. 3. Power outlets - 15 A 3 pin 20 A/30 A, 2 pin scraping earth metal clad sockets. 4. Emergency lighting. 5. Telephones. 6. Fire alarm system. 7. Public address system & Music system. 8. For all other voltages higher or lower than 230 V. 9. T.V. Antenna. 10. Water level guard. 11. Computer Wiring D) Call bell wiring layout of conduits shall be generally as indicated on drawings and the layout shall be supplemented and complemented by contractor on site with the approval of the Engineer. E) Wiring for short extensions to outlets in hung ceiling or to vibrating equipments, motors etc., shall be installed in flexible conduits. Otherwise rigid conduits shall be used. No flexible extension shall exceed 1.25 m. F) Conduits run on surfaces shall be supported on GI 12 mm. thick pressure saddles which in turn are properly screwed to the wall or ceiling. Saddles shall be at intervals of not more than 500 mm. Fixing screws shall be with round or cheese head and of rust-proof materials. Exposed conduits shall be neatly run parallel or at right angles to the walls of the building. Unseemly conduit bends and offsets shall be avoided by using fabricated mild steel unction/pull through boxes for better appearances. No cross-over of conduits shall be allowed unless it is necessary and entire conduit installation shall be clean and neat in appearance. G) Conduits embedded into the walls shall be fixed by means of staples at not more than 500 mm. intervals. Chases in the walls shall be neatly made and refilled after laying the conduit and brought to the finish of the wall but

253 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 11 of 18 final finish will be done by the building contractor. H) Conduits buried in concrete structure shall be put in position and securely fastened to the reinforcement and got approved by the Engineer, before the concrete is poured. Proper care shall be taken to ensure that the conduits are neither dislocated nor choked at the time of pouring the concrete. Suitable fish wires shall be drawn in all conduits before they are embedded. Where conduit passes through expansion joints in the building, adequate expansion fittings shall be used to take care of any relative movement. I) Inspection boxes shall be provided for periodical inspection to facilitate withdrawal and removal of wires. Such inspection boxes shall be flush with the wall or ceiling in the case of concealed conduits. Inspection boxes shall be spaced at not more than 12 meters apart or two 90 solid bends or equal. All junction and switch boxes shall be covered by 6 mm. clear perspex plate truly cut and fixed with cadmium plated brass screws. These junction boxes shall form part of point wiring or conduit wiring as the case may be including the cost of removing the perspex cover for painting and re-fixing. No separate charges shall be allowed except where specially mentioned. J) Conduits shall be free from sharp edges and burrs and the threading free from grease or oil. The entire system of conduits must be completely installed and rendered electrically continuous before the conductors are pulled in. Conduits should terminate in junction boxes of not less than 32 mm. deep. K) An insulated earth wire of copper rated capacity shall be run in each conduit. 2) Lighting & Power Wiring: A) All final branch circuits for lighting and appliances shall be flexible copper wire of appropriate size run inside conduits. The conduit shall be properly connected or jointed into sockets, bends, junction boxes. B) Branch circuit conductor sizes shall be as shown in the schedule of quantities and or drawings. C) All circuits shall preferably be kept in a separate conduit upto the Distribution Board. No other wiring shall be bunched in the same conduit except those belonging to the same phase. Each lighting branch circuit shall not have more than ten outlets or 800 watts whichever is lower. Each conduit shall not hold more than three branch circuits, of the same phase. D) Flexible cords for connection to appliances, fans and pendants shall be 650/1100 V grade (three or four cores i.e with insulated neutral wire of same size) with tinned stranded copper wires, insulated, twisted and sheathed with strengthening cord. Colour of sheath shall be subject to the Engineer's approval. E) Looping system of wiring shall be used. Wires shall not be jointed. Where joints are unavoidable, they shall be made through approved mechanical connectors. No such joints shall be made unless the length of the sub-circuit, sub-main or main is more than the length of the standard coil. F) Control switches shall be connected in the phase conductors only and shall be `ON' when knob is down. Switches shall be fixed in 3 mm. thick painted or galvanized steel boxes with cover plates as specified. Cadmium plated brass screws shall be used. G) Power wiring shall be distinctly separate from lighting wiring. Conduits not less than 25 mm. and wires not less than 2.5 sq.mm. Copper shall be used. H) Every conductor shall be provided with identification ferrules at both ends matching the drawings. 3) Testing The entire installation shall be tested for : a) Insulation resistance. b) Earth continuity. c) Polarity of single pole switches.

254 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 12 of 18 General All the wiring switch board, outlet points shall be done in a concealed manner in wall & slab in PVC conduit of minimum 25 mm dia. (medium guage) when laid in ground / floor the PVC pipe will be Heavy gauge & with 1100v grade PVC insulated flexible copper conductor wire. The switches should be modular with molded cover plates, blank plates for outlet boxes. The accessories, connectors, sockets, should be fixed with brass crome / cadmium plated machine screw. For fan points the rates should be inclusive of 300 W regulators as required to complete the point wiring. The wiring shall be as per IS: 732 and IS: The wiring shall be done in a looping manner so as to avoid junction boxes at any place. All the looping shall be done only in the switch board and outlet points. The size of the wire shall be as per the specification. Colour code shall be strictly followed. Heavy guage PVC pipe shall be laid for ground / floor. The size of wires shall as follow: 10 Amps. Metal clad points: Phase / Neutral 2.5 mm2 Earth 1.5 mm2 6 Amps. Out let points: Phase / Neutral 2.5 mm2 Earth 1.5 mm2 Two nos. of 16 Amps. socket out let connected in parallel from DB to first outlet Phase / Neutral 4.0 mm2 Earth 2.5 mm2 Two nos. of 16 Amp. socket out let connected in parallel from first outlet to second outlet. Phase / Neutral 2.5 mm2 Earth 1.5 mm2 Light, fans, exhaust fan, 5 Amp. plug point, two way light point, bell point etc. Phase / Neutral 2.5 mm2 Earth 1.5 mm2 6/16 Amp. Socket outlet for appliances / AC (Single Phase/Three Phase) / Geyser Phase / Neutral 4.0 mm2 Earth 2.5 mm2 Separate pipes shall be laid for off wires and circuit mains. Circuit mains of same phase shall be drawn in one pipe with prior permission/discussion with the consultant. Separate phase, neutral and earthing wire of sizes recommended by consultant shall be drawn for each and every circuit mains. 3 Mode of measurement The unit rate shall include: 1) Making zari in the wall & semi finishing the surface. 2) Ball and socket joints where ever required 3) Earthing of fittings 4) Electrical connection to the fixtures from the outlet point/ ceiling rose 5) Supply and Installation and interconnection of electronic regulators for ceiling fan 6) Circuit Mains shall not be paid extra. Rate for the point shall consist of wiring from the out let point to the switch board as required with a connector/ plate/ ceiling rose fan box with hook socket with switch. The point rate shall include in addition to phase and neutral wire a PVC insulated earth continuity wire from switch to outlet. The unit rate for the point shall consist of the circuit wiring form LDB / ELDB to outlet point through switch and/or socket, switch board as required and including the outlet points with connector, fan hook box or sockets. A point shall include in addition to phase and neutral wire a PVC insulated Earth continuity wire from LDB / ELDB to the final termination at outlet points. No extra rate shall be paid for circuit mains for looping switch board to switch board. 7) There may be few Emergency light points and SB for the same. For Emergency light points no Circuit Mains shall not be paid extra. Rate for the point shall consist of wiring from the out let point to the switch board as required with a connector/ plate/ ceiling rose fan box with hook socket with switch as mentioned above in #6.

255 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 13 of MAINS: A) The mains are considered from the meter/sub panel to the individual distribution boards. 1) Material : As per item no 7.1 above 2) Workmanship As per item no 7.1 above 3) Mode of measurement The mains shall be paid on per mtr basis which shall include cost of wires, pipe, bends and junction and accessories for mounting and jarri work. The length shall be certified by the engineer in charge from Clients side. 7.3 RACE WAYS: Supply and installation of 3 compatement 225 mm x 38 mm under floor metal trunking/race way with all accessories made out of hot dip pre galvanized metal coated steel sheet equivalent to MK Ega (novar) make.. 1) Material As specified in BOQ 2) Workmanship As directed by engineer in charge 3) Mode of measurement The rate shall be for 1 mtr of raceway with cover Supply and installation of 1 compartment 100 mm x 38 mm under floor metal trunking/race way with all accessories made out of hot dip pre galvanized metal coated steel sheet equivalent to MK Ega (Novar) make. 1) Material As specified in BOQ 2) Workmanship As directed by engineer in charge 3) Mode of measurement The rate shall be for 1 mtr of raceway with cover Supply and installation of 3 compartment Access outlet / service box of 250 x 250 x mm with all accessories made out of high pressure die cast material suitable for above race ways equivalent to MK Ega (Novar) make. 1) Material As specified in BOQ 2) Workmanship As directed by engineer in charge 3) Mode of measurement The rate shall be for 1 no of access outlet Supply and installation of 3 compartment 100 mm x 50 mm wall trunking / race way with cover and all

256 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 14 of 18 accessories made out of PVC equivalent to MK (premier) make. 1) Material As specified in BOQ 2) Workmanship As directed by engineer in charge 3) Mode of measurement The rate shall be for 1 mtr of raceway with cover.

257 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 15 of LIGHT FIXTURES & FANS 8.1 Supplying, erecting, connecting, testing and commissioning of Following type Light Fixture with all necessary Hardware, Internal Wiring with Lamp, Ballast etc. all required accessories Complete in all respect. 1) Material Shall confirm to E-7 2) Workmanship The fixture shall be installed on wall / ceiling as directed and as per manufacturer's instruction, with necessary accessories for surface, concealed, suspended from ceiling, bracket mounting etc. The job also includes connection of fixture with respective outlet point with heat resistant wires through heat resistance sleeve and PVC connector. The exhaust fan shall be installed complete with M.S. angle iron mounting frame/ ring, G.I. louvers, wire mesh and plug at the end of the cord including wiring & earthing etc. Proper earthing shall be provided to the fixtures 3) Mode of measurement The unit rate shall be considered for Supplying and fixing one fixture. The rate shall include following a) All fixing accessories, mounting bracket, ballast condensers and control gear wherever applicable. b) Supplying and fixing Ball and socket joints wherever required. c) Earthing of fittings. d) Electrical connections to fittings/fans from the junction box/ceiling rose. e) Installation and interconnection of Electronic regulators for ceiling fans. 8.2 Supply, installation, testing and commissioning of following size ceiling Fans without fan regulator /42" Dia Sweep Ceiling Fan with Fan Hook as per approved color & equivalent to Crompton make high speed type " Dia Sweep Ceiling Fan with Fan Hook as per approved color & equivalent to Crompton make high speed type " Dia Sweep Ceiling Fan with Fan Hook as per approved color & equivalent to Crompton make high speed type... 1) Material As specified in BOQ 2) Workmanship As directed by engineer in charge 3) Mode of measurement The rate shall be for per no. of fan. 8.3 Supply, Installation, testing and commissioning of following sizes Exhaust Fans of approved make Light duty 225/305 mm. diameter propeller exhaust fans single phase 1400 RPM Heavy duty 305 mm. diameter propeller exhaust fans single phase 1400 RPM Heavy duty 450 mm. diameter propeller exhaust fans single phase 1400 RPM. With M.S. louver shutter of the exhaust fan 1) Material As specified in BOQ 2) Workmanship As directed by engineer in charge 3) Mode of measurement The rate shall be for per no. of fan.

258 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 16 of EARTHING 9.1 Providing Earthing stations for body / equipment / neutral / LA earthing as shown and specified in drawing & BOQ for equipment complete. 1) Material Shall be as per E ) Workmanship A) The masonry chamber shall be provided with a Cast Iron hinged cover resting over the Cast Iron frame which shall be embedded in the block masonry. B) Construction of the earthing station shall in general be as shown in the drawing and shall conform to the requirement on earth electrodes mentioned in the latest edition of Indian Standard IS : 3043, Code of Practice for Earthing Installation. C) The earth conductors ( Strips / Wires copper) inside the building shall properly be clamped / supported on the wall with Galvanized Iron clamps and Mild Steel Zinc Passivated screws \ bolts. The conductors outside the building shall be laid at least 600 mm. below the finished ground level. D) The earth conductors shall either terminate on earthing socket provided on the equipment or shall be fastened to the foundation bolt and / or on frames of the equipment. The earthing connection to equipment body shall be done after removing paint and other oily substances from the body and then properly be finished. E) Over lapping of earth conductors during straight through in joints, where required, shall be of minimum 75mm. long. F) The earth conductors shall be in one length between the earthing grid and the equipment to be earthed. G) The connection between strip and plate shall be through stainless steel bolts and washers. Following tests shall be carried out: A) The following earth resistance values shall be measured with an approved earth meager and recorded. 1) Each earthing station 2) Earthing system as a whole 3) Earth continuity conductor B) Earth conductor resistance for each earthed equipment shall be measured which shall not exceed 3 Ohm in each case. C) Measurements of earth resistance shall be carried out before earth connections are made between the earth and the object to be earthed. D) All tests shall be carried out in presence of the Site Engineer & the test results shall be submitted in duplicate to the consultants & client with the signatures of the authorities present at the time of testing. 3) Mode of measurement Rate shall be considered for one unit of pit complete.

259 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 17 of Earth wire/strips: Supply and laying cu. earthing required size strips for interconnecting the earthing stations, panels, DB's etc. in built up trenches, on walls/ceiling, buried in ground generally as specified and shown on drawings complete with : a) Fixing accessories. b) Corrosion protection of buried conductors with bituminous coating and covered with PVC tapes. 1) Material Shall be as per E - 8. Copper strips of sizes specified in the BOQ. The strips shall not be corroded. 2) Workmanship Earth Link: Copper strips shall be laid along with the cables and mains as instructed by the consultant and along the path of the cable. The strips shall be terminated at both the ends properly via brazing SS nut and bolts with double washer screws and nuts as instructed by the consultant. Strips shall not be bend to and extent that they go brittle. 3) Mode of measurement The rate shall be considered on meter basis including required clamps & accessories / anchor fasteners etc and the quantity shall be certified by the engineer in charge from Clients side. Supply, Installation & Testing of Earth Link : 38mm x 6 mm 1ft Long Cu. To be fixed by necessary screws on wall / as per site requirement. 1) Material Should conform to E ) Workmanship The links shall be done properly so that after the installation is complete they do not get detached. Proper screwing shall be done so as to avoid gaps and maximum area overlap is available. 3) Mode of measurement The rate shall be for one unit of earth link complete with required screws / nut-bolts & washers.

260 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ SECTION- B2 Title Item Specification Page 18 of MISCELLANEOUS 10.1 Supplying and laying Different sizes (as per BOQ) PVC pipe of approved make in open / recess manner including excavation and back filling (if required) as per layout and drawing and re-filling the trenches etc. complete as directed. 1) Material As per item no ) Workmanship As per item no ) Mode of measurement The rate shall be for 1 mtr of PVC pipe Supply, Installation, Testing & Commissioning of fire resistant, cement based mortar including its various components as given in the BOQ complete in all respect with all required accessories etc. 1.) Material Should confirm E 9. 2.) Workmanship As per IS & instruction in BOQ / engineer in-charge / consultant. Proper finishing shall be done so as to avoid gaps and maximum area overlap is available. 3.) Mode of measurement The rate shall be as specified in BOQ complete Supply, Installation, Testing & Commissioning of fire stop mineral wool, fire stop filler including its various components as given in the BOQ complete in all respect with all required accessories etc. 1.) Material Should confirm E 9. 2.) Workmanship As per IS & instruction in BOQ / engineer in-charge / consultant. Proper finishing shall be done so as to avoid gaps and maximum area cover-up is available. 3.) Mode of measurement The rate shall be as specified in BOQ complete Supply, Installation, Testing & Commissioning of fire stop versatile intumescent expanding foam including its various components as given in the BOQ complete in all respect with all required accessories etc. 1.) Material Should confirm E 9. 2.) Workmanship As per IS & instruction in BOQ / engineer in-charge / consultant. Proper screwing shall be done so as to avoid gaps and maximum area overlap is available. 3.) Mode of measurement The rate shall be as specified in BOQ complete.

261 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 1 OF 30 I. Electrical Works MATERIAL SPECIFICATION SUMMARY PAGE Page No A. Material Specification Section - 1 E-1 LT Switchgear 02 Section - 2 E-2 LT Distribution Board 15 Section 3,4 E-3,4 LT Cabling and Termination 17 Section - 5 E-5 Cable tray 18 Section - 6 E-6 Internal Wiring 20 Section - 7 E-7 Light Fixtures and Fans 22 Section - 8 E-8 Earthing 24 Section - 9 E-9 Miscellaneous 23 B Special Condition for Testing 24 C Mode of Payment 25 D Applicable Standards IS codes 26 E List of Approved make 29

262 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 2 OF 30 ELECTRICAL MATERIAL SPECIFICATION E - 1 LT SWITCHGEAR & POWER PANEL 1.1 Scope : The scope covers supply, installation, testing and commissioning of power panels, incorporating circuit breakers, fuse units, busbars, interconnections, earthing etc., meeting the requirements shown in equipment schedule and the drawings. 1.2 Standards : AS PER SCHEDULE OF INDIAN STANDARD; ATTACHED WITH THE DOCUMENT. The PCCs & MCCs shall comply with the latest edition of relevant Indian standards and Indian Electricity rules and regulations. The following Indian Standards shall be complied with: IS : 4237 : General requirements for switch gear and control gear for voltage not exceeding 1000 v. IS : 375 : Switchgear bus-bars, main connection and auxiliary wiring, marking and arrangement. IS : 2147 : Degree of protection provided by enclosures for low voltage switch gear and control gear. IS : 8197 : Terminal marking for electrical measuring instrument and their accessories. IS : 2557 : Danger notice plates. IS : 2516 : Specification for AC circuit breaker. IS : 1818 : Specification for AC isolator and earthing switch. IS : 3072 : Code of practice for installation and maintenance of switchgear. IS : 8623 : Specification for factory built as symbolize of switch gear and control gear for voltage up to and including 1000v. A.C.& 1200 v. D.C. IS : 8828 : Miniature Circuit Breaker. IS : 4064 : Fuse switch and switch fuse unit. IS : 9224 : HRC fuse unit. IS : 2705 : Current transformer. IS : 3155 : Voltage transformer. IS : 3231 : Electrical relay for protection. IS : 1248 : indicating instrument. IS : 722 : Integrating instrument. IS : 6875 : Control switches & push buttons. IS : 2959 : Auxiliary contactor. IS : 1822 : AC motor starters of voltage not exceeding 1000V. 1.3 TYPE OF LT SWITCH GEAR : All the PCC's / PDB's / MCC's shall be metal clad, totally enclosed, rigid, floor / wall mounted, air - insulation, cubical type suitable for operation on three phase / single phase, 415 / 230 volts, 50 Hz. neutral effectively / Non effectively grounded at transformer and short circuit level not less than 30 MVA at 415 volts The PCC's / MCC's shall be designed the withstand and heaviest condition at site, with minimum expected ambient temperature of 55 degree celsius, 90 percent humidity and dusty weather Should confirm to Indian Electricity Act and rules. (as amended up to ate) & approval of FIA. of India.

263 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 3 OF STRUCTURE : The PCCs, MCCs & PDBs shall be metal clad enclosed and be fabricated out of high quality CRCA sheet, suitable for indoor installation having dead front operated and floor mounting type All CRCA sheet steel used in the construction of PCCs / MCCs / PDBs shall be 2 mm thick and shall be folded and braced as necessary to provided a rigid support for all components. Joints of any kind in sheet shall be seam welded, all welding slag grounded off and welding pits wiped smooth with plumber metal The PCCs / MCCs / PDBs shall be totally enclosed, completely dust and vermin proof and degree of protection being not less than IP-43 for Indoor panels & IP -54 for outdoor panels. Gaskets between all adjacent units and beneath all covers shall be provided to render the joints dust proof. All doors and covers shall be fully gasket with foam rubber and / or rubber strips and shall be lockable All panels and covers shall be properly fitted and secured with the frame, and holes in the panel correctly positioned. Fixing screw shall enter into holes taped into an adequate thickness of metal or provided with bolts and nuts. Self threading screws shall not be used in the construction of PCCs / MCCs / PDBs A base channel of 75 mm x 75 mm x 5 mm thick shall be provided at the bottom PCCs / MCCs /PDBs shall arranged in multi-tier formation. The PCCs / MCCs / PDBs shall be of adequate size with a provision of 20 percent spare space to accommodate possible future additional switch gear. The size of the PCCs / MCCs / PDBs shall be designed in such a way that the internal space is sufficient for hot air movement, and the electrical component dose not attain temperature more than 40 degree celsius. If necessary openings shall provided for natural ventilation, but the said openings shall be screened with fine weld mesh Knockout holes of appropriate size and number shall be provided in the PCCs / MCCs/ PDBs in conformity with number, and size of incoming and outgoing conduits / cables Alternatively the PCCs / MCCs / PDBs shall provided with removable sheet plates at top and bottom to drill holes for cable / conduit entry at site The PCCs / MCCs / PDBs shall be designed to facilitate easy inspection, maintenance and repair The PCCs / MCCs / PDBs shall be sufficiently rugged in design and shall support the equipment without distortion under normal and short circuit condition, they shall be suitable braced for short circuit duty. 1.5 PROTECTION CLASS : 1.6 PAINTING : All the indoor PCCs / MCCs / PDBs shall have protection class as IS. All sheet steel work shall undergo a process of decreasing pickling in acid, cold rinsing, phosphating, pesivating and then sprayed with a high corrosion resistant primer. The primer shall be backed in an oven. The finishing treatment shall be by application. Three coats of synthetic enamel paint of approved colour shall be applied by spray and stoves in dust free atmosphere or the panel shall be powder coated. 1.7 CIRCUIT COMPARTMENT : Each circuit breaker and switch fuse units shall be housed in separate compartments and shall be enclosed an all sides. Sheet steel hinged lockable door shall be duly inter locked with the breaker / switch fuse units in ON and OFF position. Safety interlocks shall be from being drawn out when the breaker is in ON position The door shall not form as integral part of the drawout position of the circuit breaker. All instruments and indicating lamp shall be mounted on the compartment door. Sheet steel barriers shall be provided between the tires in a vertical section. 1.8 INSTRUMENT COMPARTMENT Separate and adequate compartment shall provided for accommodating instruments, indicating lamp, control contactors, relays and control fuses etc. These components shall be accessible for testing and maintenance without any danger of accidental contact with live parts of the circuit breaker, switch fuse units, busbars and connections. 1.9 BUSBARS The busbar shall be air insulated and made high quality, high conductivity, high strength Copper and as per relevant IS code. The busbar shall of three phases and neutral system with separate neutral and earth bar. the busbar and interconnection between busbar and various components shall be of high conductivity, hard drawn, electrolytic

264 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 4 OF 30 copper/aluminium. the busbar shall be of rectangular cross section designed to withstand full load current for phase busbar and full rated current for neutral busbar and shall be extensible type on either side. The busbar shall be rated for the frame size of the main incoming breaker but in any case not less than 200 amp capacity. The busbar shall have uniform cross section through out the length The busbar and interconnection shall be insulated with heat shrinkable PVC sleeves and be colour coded in red, Yellow, Blue and Black to identify the three phases and neutral of the system. The busbar shall be supported on unbreakable, non hygroscopic DMC insulated supports at sufficientevely close interval to prevent busbar sag and shall effectively withstand electromagnetic stresses in the event of short circuit capacity of 50 KA RMS symmetrical for one second and a peak short circuit withstand of 105 KA minimum The busbar shall be housed in a separate compartment. The busbar shall be isolated with 3 mm thick bakalite sheet to avoid any accidental contact. The busbar shall be arranged such that minimum clearance between the busbar are maintained as per below. Between phases : 27 mm min. Between phases and neutral : 25 mm min. Between phases and earth : 25 mm min. Between neutral and earth : 23 mm min All busbar connection shall be done by drilling holes in busbars and connecting by chromium plated brass bolt and nuts. Additional cross section of busbar shall be provided in all PCCs / MCCs / PDBs to cover-up the holes drilled in the busbars. Spring and flat washers shall be used for tightening the bolts All connection between busbar and circuit breaker / switches and between circuit breaker/ switches and cable terminals shall be through solid copper strips of proper size to carry full rated current. These strips shall be insulated with insulating strips Busbar shall be of sufficient cross section so that a current density of 140 A/ Sq.cm (1.4A/ sq. mm.) is not exceeded at nominal current rating for copper bus bars ELECTRICAL POWER & CONTROL WIRING CONNECTION a) Terminal for both incoming and outgoing cable shall be suitable for 1100 volts grade, aluminum/copper conductor PVC insulated and sheathed, armoured cable and shall be suitable for connections of solder less sockets for the cable size as indicated on the appended drawing for the PCCs, MCCs, PDBs. b) Both control and power wiring shall be brought out in cable alley for ease of external connections, operation and maintenance. c) Both control and power terminals shall properly be shrouded. d) 10% spare terminal shall be provided on each terminal block. Sufficient terminals shall be provided on each terminal block so that not more than one outgoing wire connected per terminal. e) Terminal strip for power and control shall preferably be separated from each other by suitable barriers of enclosures. f) Wiring inside the module for power, control protection and instrument etc. shall be done with use of 660/1100 confirming to IS 694 and IS Power wiring inside the starter module shall be rated for full current rating of contactor, but not less than 4 sq mm cross section area. For current transformer circuits, 2.5 sq mm copper conductor wire shall be used. Other control wiring shall be done with 2.5 sq mm copper conductor wires. Wires for connections to the door shall be flexible. All conductors shall be crimped with solder less sockets at the ends before connections are made to the terminals. i) Control power for the motor starter module shall be taken from the respective module switchgear outgoing from R phase and Neutral. Control wiring shall have control fuse (HRC type). j) Particular care shall be taken to ensure that the layout of wiring neat and orderly. Identification ferrules shall be filled to all the wire termination for ease of identification and to facilate and testing. k) "CUPAL" washers shall be used for all copper and aluminum connections. k) Final wiring diagram of the PCC, MCC, PDB power and control circuit with ferrules number shall be submitted along with the PCC/MCC/PDB as one of the documents TERMINALS The outgoing terminals and neural link shall be brought out to a cable alley suitably located and accessible from the panel front. The current transformer for instrument metering shall mounted on the disconnecting type terminal blocks. No direct connection of incoming and outgoing cables to internal components connection of the distribution board is permitted, only one conductor may be connected in one terminal.

265 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 5 OF WIREWAYS A horizontal PVC wire way with screwed covers shall provided at the top to take interconnecting control wiring between different vertical sections CABLE COMPARTMENT 1.14 EARTHING Cable compartment of adequate size shall be provided in the PCCs, MCCs, PDBS for easy termination of all incoming and outgoing cables entering from bottom or top. Adequate support shall be provided in the cable compartment shall be brought out to terminal blocks in the cable compartment. a) Copper earth busbar of 25 mm x 3 mm shall be provided in the PCCs, MCCs, PDBS for the entire length of panel. The frame work of the PCCs, MCCs, PDBs shall be connected to this earth busbar. Provisions shall be made for connection from earth busbar to the main earthing bar coming from the earth pit on both side of the PCCs, MCCs, PDBs. b) The earth continuity conductor of each incoming and outgoing feeder shall be connected to this earth bar. The armour shall be properly connected with earthing clamp and the clamp shall be ultimately bounded with the earth bar LABELS Engraved PVC labels shall be provided on all incoming and outgoing feeders. Single line circuit diagram showing the arrangements of circuit inside the distribution board shall be pasted on inside of the panel door and covered with transparent laminated plastic sheet NAME PLATE a) A name plate with panel designation in bold letter shall be fixed at top of the central in panel. A separate name plate giving feeder giving feeder details shall be provided for each feeder module door. b) Inside the feeder compartment, the electrical component, equipments, accessories like switchgear, contactor, lamp, relays etc. shall suitably be identified by providing stickers. c) Engraved name plates shall preferably be of 3 ply, (red-white-red or black-white-black ) lamicold sheet. However black engraved perplex sheet name plates shall also be applicable. Engraving shall be done with square groove cutters. d) Name plate shall be fastened by counter sunk screws and not by adhesives DANGER NOTICE PLATE a) The danger plate shall be affixed in a permanent manner on operating side of the panel. b) The danger notice plate shall indicate danger notice both in Hindi and English and with a sign of skull and bones. c) The danger notice plate in general shall meet to requirements of local inspecting authorities. d) Overall dimension of the danger notice plate shall be 200 mm wide and 150 mm high. The danger notice plate shall be made from minimum 1.6 mm thick mild steel sheet and after due pretreatment to the plate, the same shall be painted white with vitreous enamel paint on both front and rear surface of the plate. e) The letter, the figure, the conventional skull and bones shall etc. shall be positioned on the plate as per recommendations of IS : f) The said letter, the figure and the sign of skull and bones be painted in single red colour as per IS : g) The danger plate shall have rounded corners. Locations of fixing holes for the plate shall be decided to suit design of the panel. h) The danger notice plate, if possible, be of ISI certification mark INTERNAL COMPONENTS a) The PCC / MCC / PDB shall be equipped complete with all type of required number of air circuit breakers, switch fuse unit, contactor, relays, fuses, meters, instruments, indicating lamps, push buttons, equipment, fittings, busbar, cable boxes, cable glands etc. and all the necessary internal connections /wiring as required and as indicated on relevant drawings. Components necessary for proper complete functioning of the PCC / MCC / PDB but not indicated on the drawings shall be supplied and installed on the PCC / MCC / PDB.

266 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 6 OF 30 b) All part of the PCC / MCC/ PDB carrying current including the components, connections, joints and instruments shall be capable of carrying their specified rated current continuously, without temperature rise exceeding the acceptable values of the relevant specifications at any part of the PCC / MCC / PDB. c) All units of the same rating and specifications shall be fully interchangeable INSPECTIONS Each equipment should inspect and witness by client & consultant. a) The PCC / MCC / PDB shall be inspected and checked as per inspection manual of the PCC / MCC / PDB manufacturer. b) Various electrical components and accessories of the PCC / MCC / PDB shall be checked as per drawing for the respective PCC / MCC / PDB. c) The PCC / MCC / PDB shall be checked for rigid mounting, earthing connections, proper rating and size of components, internal wiring, etc. d) All mechanical fasteners and electrical connections shall be checked and tightened before installation. e) Type test certificates for all ACB for similar rating shall be submitted. f) Test : a) Prior to dispatch of the PCC / MCC / PDB following tests shall be carried out. b) Mechanical endurance test shall carried out by closing and opening of all the ACB's, MCB's switches etc. c) Over voltage and Insulation resistance test shall be carried out between phases and between phase to earth bus, keeping the isolating switch in ON position. Similar test shall be carried out keeping the isolating switch in closed position. d) All the interlocks, controls and tripping mechanism of the switch gears shall be tested for their proper functioning COMPONENTS : A) GENERAL a) The type, size, and rating of the components shall be as indicated on the relevant drawings. b) While selection od the capacity of the components resulting from the prevailing conditions like room temperature shall be allowed for the Thermal and magnetic trip rating shall be compensated for the ambient temperature. c) The rating indicated on the drawings are rating anticipated at prevailing site condition. B) Fuse Switch Units : Not required C) MINIATURE CIRCUIT BREAKER Miniature circuit breakers shall be quick make and break and break type conform with British standard BS : 3871 (Part-I) 1965 and IS :8825 (1996). The housing of MCBs shall be heat resistant and having a high impact strength. The fault current of MCBs shall not be less than amps, at 230 volts. The MCBs shall be flush mounted and shall be provided with trip free manual operating mechanism with mechanical "ON" and "OFF" indications. The circuit breaker dollies shall be of trip free pattern to prevent closing the breaker on a faculty current. The MCB contact shall be silver nickel and silver graphite alloy and tip coated with silver. Proper arc chutes shall be provided to quench the arc immediately. MCB's shall be provided with magnetic fluid plunger relay 3 as for over current and short circuit protection. The over load or short circuit devices shall have a common trip bar in the case of DP and TPN miniature circuit breakers. All the MCB's shall be tested and certified as per Indian Standard, prior to Installation. D) FUSE:- Fuses shall be of high rupturing capacity (HRC) fuse links and shall be in accordance with IS : and having rupturing capacity of not less than 35 MVA at 415 Volts. The backup fuse rating for each motor / equipment. HRC fuses shall be of English Electric make or approved equal. E) AIR CIRCUIT BREAKER The ACB shall meet with IS : 2516 part I, II and III. Each pole of the ACB's shall be equipped with and over current, earth fault and short circuit release. The ACB's shall be equipped with under voltage trip also. The trip devices shall be direct acting.

267 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 7 OF 30 Disconnecting devices of approved type shall be provided to facilitate the removal of the circuit breakers from the housing for test and maintenance purpose. The ACB's shall have an are quenching device on each pole. The ACB's shall have an auxiliary contacts for signaling, interlocking etc. The ACB's shall have slow close facilities for checking contact operation and contact gap adjustment. All contacts subject to arcing shall be tipped with arc resisting material. main contacts shall be silver plated, multifinger and spring loaded type. Facilities shall be provided to isolate the circuit breaker for inspection purpose. Interlocks shall be provided to : Prevent the breaker from being isolated unless it is in the "OFF" position. Prevent the breaker from being racked in to the service position unless it is in the "OFF" position. Prevent the breaker from being accidentally pulled completely "OFF" the guide rail. Safety shutters of an insulation material shall be provided to prevent access to all live contacts, when the breaker is in the inspection position or completely withdrawn. Facilities shall be provided for earthing the circuit breaker. Air circuit breaker shall be capable of clearing the maximum fault current which can occur. The breaker plates shall have an ON-OFF indicators, spring charge indicators, provision to padlock manual handle and provision to lock drawout mechanism. Electrically operated breaker shall have provision for emergency manual closing by inserting a tool through the fuse plate. A control isolating switch shall be provided on the fuse plate to isolated the supply to the charging motor. F) MOULDED CASE CIRCUIT BREAKER The MCCB shall be air break type and having quick make quick break with trip free operating mechanism. Housing of the MCCB shall be of heat resistant and flame retardant insulating material. Operating handle of the MCCB shall be in front and clearly indicate ON / OFF / TRIP positions. The electrical contact of the circuit breaker shall be of high conducting non deteriorating silver alloy contacts. The MCCB shall be provided with thermal / magnetic type bi-metal over load release and electro-magnetic short circuit protection device. All the releases shall operate on common trip busbar so that in case of operation of any one of the releases in any of the three phases, it will cut off all the three phases and thereby single phasing of the system is avoided. The MCCB whenever called for in the appendix drawings shall provide an earth fault relay. The MCCB shall provide two sets of extra auxiliary contacts with connections for additional controls at future date. The electrical parameters of the MCCB shall be as per the descriptions given in the appended drawings. All MCCB should be with breaking capacity of I cs =100% I cw G) CONTACTORS : The contactor shall meet with the requirements of IS : 2959 and BS : 775. The contactors shall have minimum making and breaking capacity in accordance with utilization category AC 3 and shall be suitable for minimum class II intermittent duty. If the contactor forms part of a distribution board then a separate enclosure is not required, but the installation of the contactor shall be such that it is not possible to make an accidental contact with live parts. H) LOAD MANAGER: The load manager should be 192 x 144 mm size having facility to read voltage current harmonics power parameters. It should contain real time clock. The meter should be field programmable and to generate high / low profile for all power parameters with date & time, also able to store previous period integrated data. The meter should have RS 485 port for networking purpose. All the programming should be pass word protected. I) CURRENT TRANSFORMER

268 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 8 OF 30 Where ammeter are called for, CT's shall provided for current measuring. Each phase shall be provided with separate CT of class I accuracy and suitable VA burden for operation of associated metering and controls. Current transformer shall be in accordance with IS : as amended up to date. J) PUSH BUTTON : The push button unit shall comprise of the contact element, a fixing holder, and push button actuator. The push button shall be momentary contact type. The contacts shall be of silver alloy and rated at 10 Amps. continuous current rating. The actuator shall be of stranded type and colour as per its usage for ON, OFF and Trip. K) INDICATING LAMP : Indicating Lamp shall be transformer operated low voltage rated and shall supplied complete with translucent covers to diffuse the lamp light. Colour shade for the indicating lamps shall be as below : ON indicating lamp : Red OFF indicating lamp : Green TRIP indicating lamp : Amber PHASE indicating lamp : Red, Yellow, Blue.

269 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 9 OF 30 E 2 L T DISTRIBUTION BOARDS 1.1 Scope : 1.2 Standards : It includes Supply, Installation, Testing and Commissioning of Distribution Boards standard company fabricated or to be fabricated by fabricator. IS : 8623 : Distribution Boards 1.3 Distribution Boards : a) Distribution boards along with the controlling MCB's/Fuse or Isolator as shown shall be fixed in an M.S. Box with hinged door suitable for recessed mounting in wall. Distribution boards shall be made of minimum 18 SWG steel sheet duly rust inhibited through a process of de-greasing, acid pickling, phosphating and powder coated to an approved colour of adequate micron rating duly approved by architect/consultant. Three phase boards shall have phase barriers and a wire channel on three sides. Neutral bars shall be solid tinned copper bars with tapped holes and chase headed screws. For 3 phase DB's, 3. independent neutral bars shall be provided for per phase isolation in addition to main neutal links. b) Conduit knockouts shall be provided as required/shown on drawings and the entire board shall be rendered dust and vermin proof with necessary sealing gaskets. The top and bottom side of DB should be detachable. c) All DB's shall be internally pre-wired using copper insulated Busbars of appropriate rating.bus bars shall be suitable for the incoming switch rating and sized for a temperature rise of 35 C over the ambient. Each board shall have two separate earthing terminals. Circuit diagram indicating the load distribution shall be pasted on the inside of the DB as instructed. Two earthing terminal for single phase and two terminals for 3 phase DB's shall be provided with one earth strip connecting the studs and the other earth link should be provided with base insulator in such a way that link should in contact with body of distribution board. 1.4 RCCB/RCBO: a) The RCCB should suffices all the requirements of IS as per code IS (Part I) The RCA should be current operated and not on line voltage. a) The RCCB/RCCB should ensure mainly the following functions. 1) Measurement of the fault current value. 2) Comparison of the fault current with a reference value. c) The RCCB/RCBO should have a torroidal transformer witch has the main conductors of primary (P - N) which check the sum of the current close to zero.all metal parts should be inherently resistant to corrosion and treated to make them corrosion resistant.it should be truly current operated.it should operate on core balance torroidal transformer.it s accuracy should be ± 5 %.It should operate even in case of neutral failure.it should trip at a present leakage current within 30 M.S.It s enclosure should be as per IP 30.It s mechanical operation life should be more than 20,000 operations.it should provide full protection as envisaged by IE rules - 61-A, 71 - ee, 73 - ee, 1985 and also rule 50 of IE rule1956.it should conform to all national and international standards like IS, BS , CEE 27 (International commission Rules for the approved of electrical equipment). 1.5 MCB/ Isolators: Miniature circuit breakers shall be quick make and break and break type conform with British standard BS : 3871 (Part-I) 1965, IEC and IS :8828 (1996). The housing of MCBs shall be heat resistant and having a high impact strength. The fault current of MCBs shall not be less than amps, at 230 volts. The MCBs shall be flush mounted and shall be provided with trip free manual operating mechanism with mechanical "ON" and "OFF" indications. The circuit breaker dollies shall be of trip free pattern to prevent closing the breaker on a faculty current. Tightening torque at terminals shall be not less than 2.5 Nm.Power losses should not be more than as specified in IEC The MCB contact shall be silver nickel and silver graphite alloy and tip coated with silver. Proper arc chutes shall be provided to quench the arc immediately. MCB's shall be provided with magnetic fluid plunger relay 3 as for over current and short circuit protection. The over load or short circuit devices shall have a common trip bar in the case of DP and TPN miniature circuit breakers. All the MCB's shall be tested and certified as per Indian Standard, prior to Installation. For protection of electric circuits with equipment that does not cause surge current (i.e. lighting and socket outlet circuits) B curve MCB to be used in which magnetic releases operates between 3 and 5 In.

270 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 10 OF 30 For protection of electric circuits with equipment that cause surge current (i.e. inductive and motor circuits) C curve MCB to be used in which magnetic releases operates between 5 and 10 In. For protection of electric circuits with equipment that cause surge current (i.e. transformer, heavy start motors circuits) D curve MCB to be used in which magnetic releases operates between 10 and 15 In. Isolators shall confirm to IS and IEC

271 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 11 OF 30 E 3,4 L T CABLING AND TERMINATION 1.1 Scope : 1.2 Standards : 1.3 Cables : The scope consists of Supply, laying, tesing and commissioning of L.T. XLPE Cable and its termination. AS PER SCHEDULE OF INDIAN STANDARDS; ATTACHED IN THE DOCUMENT A) LV POWER CABLES will be 1100 Volts grade single / multicore standard aluminum conductor extruded XPLE insulated with extruded PVC inner sheath outer sheath made of FRLS PVC compound conforming to IS-7098 part-1. single core will be used for DC application. Cables in buried insulation shall be armoured type. B) Control cables will be 1100 Volts grade multicore minimum 2.5 sqmm cross section standard copper conductor minimum 7 strands PVC insulated inner extruded sheathed and other sheath made of extruded FRLS PVC compound conforming to IS-1554 part-1.. Cables in buried insulation shall be armoured type. C) All cables shall be new without any kind or visible damage. The manufacturers name, insulating material, conductor size and voltage class shall be marked on the surface of the cable at every 600 mm centers. 1.4 Cable joints and termination : A) Connectors : Cable terminations shall be made with copper Heavy duty long nack copper crimping lugs only crimped type solderless lugs for all copper cables and stud type terminals. For copper cables copper crimped solderless lugs shall be used. Crimping shall be done with the help of hydraulically operated crimping tool. All cable lugs should be long neck type only. B) Cable Glands : C) Ferrules : Cable glands shall be of heavy duty brass single compression type as specified. Generally single compression type cable glands shall be used for indoor protected locations and double compression type shall be used for outdoor locations. Glands for classified hazardous areas shall be CMRS approved. Ferrules shall be of self sticking type and shall be employed to designate the various cores of the control cable by the terminal numbers to which the cores are connected, for ease in identification and maintenance. D) Cable joints : Kit type joint shall be done and filled with insulating compund. The joint should be for 1.1 KV grade insulation. 1.5 HEAT / FIRE RESISTANT COATING OF CABLE Supply and application of intumescent based coating on cables/ cable tray using CP 678 firestop cable coating of HILTI India Pvt Ltd,along the horizontal runs at every 6 mtr for 1 mtr and full length in case of vertical runs.the coating shall have a density in the range of 1.2 to 1.4 Kg/ L. The coating shall be non-toxic, asbestos and halogen free and shall have good mechanical strength. The coating shall comply with IEC 332 part 3 (1992) Cable coating should be Hilti make cat No CP678 or equivalent.

272 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 12 OF 30 E- 5 CABLE TRAY 1.1 Ladder type cable tray The cable tray shall be fabricated out of 2 mm thick slotted/ perforated MS sheets as channel sections, single or double bended. The channel sections shall be supplied in convenient lengths and assembled at site to the desired lengths. These may be galvanized or painted as specified The jointing between the sections shall be made with coupler plates of the same material and thickness as the channel section. Two coupler plates, each of minimum 200mm length, shall be bolted on each of the two sides of the channel section with 8mm dia round headed bolts, nuts and washers. In order to maintain proper earth continuity bond, the paint on the contact surfaces between the coupler and cable tray shall be scraped and removed before the installation The permissible uniformly distributed load for various type of cables trays and for different supported span shall be as per IS The width of the cables tray shall be chosen so as to accommodate all the cables In one tier, plus 30 to 50% additional width for future expansion. This additional width shall be minimum 100mm. The overall width of one cable tray shall be limited to 1000mm Factory fabricated bends, reducers, tee / cross junction. Etc shall be provided as per good engineering practice. The radius of bends, junctions etc. shall be less than the minimum permissible radius of bending of the largest size of cable to be carried by the cable tray The cable tray shall be suspended from the ceiling slab with the help of 10 mm dia MS round or 25 mm x 5 mm flats at specified spacing. Flat type suspenders may be used for channels up to 450 mm width bolted to cable trays. Round suspenders shall be threaded and bolted to the cable trays or to independent support angle 50 mm x 50 mm x 5mm at the bottom and as specified These shall be grouted to the ceiling slab at the other and through an effective means, as approved by the Engineer in charge, to take the weight of the cable tray with the cables The entire tray ( except in the case of galvanized type ) and the suspenders shall be painted with two coats of red oxide primer paint after removing the dirt and rust, and finished with two coats of spray paint of approved make synthetic enamel paint The cable tray shall be bonded to the earth Terminal of the switch bonds at ends The cable tray shall be measured on unit length basis, along the center line of the cable tray, including bends, reducers, tees, cross joints, etc, and paid for accordingly The ladder type of cable tray shall be fabricated of double bended channel section longitudinal members with single bended channel section rungs of cross members welded to the base of the longitudinal members at a center to center spacing of 250 cm as per IS. 1.2 Perforated type cable tray The cable tray shall be fabricated out of slotted/ perforated MS sheets as channel sections, single or double bended. The channel sections shall be supplied in convenient lengths and assembled at site to the desired lengths. These may be galvanized or painted as specified. Alternatively, where specified, the cable tray may be fabricated by two angle irons of 50mmx50x6mm as two longitudinal members, with cross bracings between them by 50mmx5mm flats welded/bolted to the angles at 1 m spacing. 2mm thick MS perforated sheet shall be suitably welded/bolted to the base as well as on the two sides The jointing between the sections shall be made with coupler plates of the same material and thickness as the channel section. Two coupler plates, each of minimum 200mm length, shall be bolted on each of the two sides of the channel section with 8mm dia round headed bolts, nuts and washers. In order to maintain proper earth continuity bond, the paint on the contact surfaces between the coupler and cable tray shall be scraped and removed before the installation The maximum permissible uniformly distributed load for various all the cables trays and for different supported span are given in Table IV. The sizes shall be specified considering the same The width of the cables tray shall be chosen so as to accommodate all the cables In one tier, plus 30 to 50% additional width for future expansion. This additional width shall be minimum 100mm. The overall width of one cable tray shall be limited to 800mm.

273 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 13 OF Factory fabricated bends, reducers, tee / cross junction. Etc shall be provided as per good engineering practice. The radius of bends, junctions etc. shall be less than the minimum permissible radius of bending of the largest size of cable to be carried by the cable tray The cable tray shall be suspended from the ceiling slab with the help of 10 mm dia MS round or 25 mm x 5 mm flats at specified spacing ( based on table III ) Flat type suspenders may be used for channels up to 450 mm width bolted to cable trays. Round suspenders shall be threaded and bolted to the cable trays or to independent support angle 50 mm x 50 mm x 5mm at the bottom and as specified These shall be grouted to the ceiling slab at the other and through an effective means, as approved by the Engineer in charge, to take the weight of the cable tray with the cables The entire tray ( except in the case of galvanized type ) and the suspenders shall be painted with two coats of red oxide primer paint after removing the dirt and rust, and finished with two coats of spray paint of approved make synthetic enamel paint The cable tray shall be bonded to the earth Terminal of the switch bonds at ends The cable tray shall be measured on unit length basis, along the center line of the cable tray, including bends, reducers, tees, cross joints, etc, and paid for accordingly. 1.3 Anchor Fastener Anchor fastener shall be Hilti make and it will be install as per standard instruction from supplier / manufacturer and install in proper manners. For Slab / RCC : Hilti make Cat No. HKD-E M10/40 or HSV M8/75 or equivalent as per requirnments For Wall / Bricks : Hilti make Cat No. HRD-UGT 10x80/ All installation of Anchor fastener has been approved by Hilti Technical staff and certified the same If require, 1% of total quantity Pull out test will be carried out at site Electrical contractor has to submit Material Test Certificate / Material Safety Data Sheet (MSDS) for all material to be used for hanging of cable tray.

274 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 14 OF 30 E 6 INTERNAL WIRING 1.1 Scope : 1.2 Standards : The scope covers supply, laying,testing and commisssoining of wiring in rigid PVC pipes, Switches, Sockets and accessories. AS PER SCHEDULE OF INDIAN STANDARDS, ATTACHED IN THE DOCUMENT 1.3 Rigid and Flexible conduits : A) All conduits shall be rigid PVC having minimum wall thickness of medium gauge 1.6 to 1.8 approved by F.I.A. & I.S.I. All rigid pipe and its accessories shall be of suitable material complying with IS: and IS :9537 (Part 5) 2000 for flexible conduits. The conduits shall be circular in cross-section and designated by their nominal outside diarmeter.minimum thickness of walls shall be as follows: a) Upto 38 mm. diameter - minimum 1.8 mm. wall thickness. b) Above 40 mm. diameter - minimum 2.2 mm. wall thickness. The maximum number of PVC insulated copper conductor cables of 650/1100V grade confirming to IS: that can be drawn in one conduit of various sizes shall be as specified. B) Flexible conduits shall be formed from a continuous length of spirally wound interlocked steel strip with a fused zinc coating on both sides. The conduit shall be terminated in brass adapters. 1.4 Accessories : A) PVC conduit fittings such as bends, elbows, reducers, chase nipples, split couplings, plugs etc. shall be specifically designed and manufactured for their particular application. All conduit fittings shall conform to IS: and IS: All fitting associated with galvanized conduit shall also be galvanized. 1.5 Wires : A) All wires shall be single core multi-strand/ flexible copper or single strand Copper FRLS type PVC insulated as per IS:694 and shall be 660 V\1100 V grade. B) All wires shall be colour coded as follows : Phase Colour of wire R Y B N Earth Control (If any) Red Yellow Blue Black Green (insulated) Grey All off wires Same as Phase wire C) Both end of wires should be terminated with adequate size copper crimping type lugs and ferrules as per instructions of engineer in charge. 1.6 Outlets switches & Sockets : A) Switches shall be moulded plate type flush piano type with silver-coated contacts. Sockets shall be multipin pin with switch and plate type cover. Combination of multiple switch units and sockets should be used to minimize the switch boxes. All screws shall be brass chromium plated and shall be counter sunk type with half round head or flat headed. B) For heavy duty, metal clad sockets with M.C.B/ Isolator mounted in a galvanized steel box shall be provided.

275 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 15 OF 30 C) The switch boxex shall be made of either rigid PVC moulidng or mild steel or cast iron on all sides except at the front. PVC boxes shall comply with the requirements laid down in IS : These boxes shall be free from internal roughness.wall thickness of PVC boxes shall not be less than 2 mm.clear depth of the box shall not be less than 60 mm and this shall be increased suitably as per requirements. An earth terminal with stud and washer shall be provided in each MS boxes for termination of protective conductors. D) All the fan boxes shall be of cast iron type only with minimum wall thickness of 3 mm. 1.7 Additional requirements Making Chase The chase in the wall shall be neatly made and of ample dimensions to permit the conuidt to be fixed in the manner desired. Chase shall be done with machine cutter only. In the case of building under construction, the conduits shall be buried in the wall before plastering and shall be finished neatly after erection of conduit. In case of exposed brick/ RCC work, special care shall be taken to fix the conduit and accessories in position along with the building work Fixing conduits in chase The conduit pipe shall be fixed by means of staples, J-hooks, or by means of saddler, not more than 60 cm apart or by any other approved means of fixing. All thereaded joints of conduit pipes shall be treated with some approved preservative compound to secure protection against rust Fixing conduits in RCC work (slab / wall / floor etc) The conduit pipes shall be laid in position and fixed to the steel reinforcement bars by steel binding wires before the concreting is done. The conduit pipes shall be fixed firmly to the steel reinforecement bars to avoid their dislocation during pouring of cement concrete and subsequent tamping of the same. Fixing of standard bends or elbows shall be avoided as far as practicable, and all curves shall be maintained by bending the conduit pipe itself with a long radius, which will permit easy drawing in of conductors.location of inspection/ junction boxes in RCC work should be identified by suitable means to avoid unnecessary chipping of the RCC slab subsequently to locate these boxes. At either side of the bends, saddles/staples shall be fixed at a distance of 15 cm from the center of the bends Fixing of inspection boxes Fish Wire Earthing As far as possible inspection boxes shall be avoided or to be minized as much as possible. If necessary suitable inspection boxes to the minimum sizes shall be provided to permit inspection and to facilitate replacement of wires with prior approval of engineer in charge. These shall be mounted flush with the wall or ceiling concrete with minimum depth of 65 mm for slab and as per IS : for other places. To facilitate subsequent drawing of wires in the conduit, GI fish wire of 1.6mm /1.2mm (16/18 SWG) shall be provided along with the laying of the recessed conduits. A protective earth conductor shall be drawn inside the conduit in all distribution circuits to provde for earthing of non current carrying metallic parts of the entire installtion. These shall be terminated on the earth terminal in the switch boxes, and/or earth terminal blocks at the distribution boards. Gas or water pipes shall not be used as protective conductors (earth medium). Every sub main will hae earth continuity conductor to run along with sub main wiring. Every circuit will have its earth continuity conductor to run along with circuit wiring. In case of 3 phase sub mian wiring two earth continuity conductor shall be provided.

276 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 16 OF 30 E 7 LIGHT FIXTURES AND FANS 1.1 Scope : 1.2 Standards : The scope covers supply, installation, testing and commissioning of different types of light fixtures, fans and exhaust fans. AS PER SCHEDULE OF INDIAN STANDARDS. 1.3 Type of fixtures : General Requirement: All fixtures shall be complete with accessories necessary for installation whether so detailed under fixture description or not Fixture housing, frame or canopy shall provide a suitable cover for the fixture outlet box or fixture opening Fixtures shall be installed at mounting heights as detailed on the drawings or instructed on site by the Architects/Consultants Fixtures and/or fixture outlet boxes shall be provided with hangers to adequately support the complete weight of the fixture. Design of hangers and method of fastening other than shown on the drawings or herein specified shall be submitted to the Architect/Consultant for approval Pendant fixtures within the same room or area shall be installed plumb and at a uniform height from the finished floor. Adjustment of height shall be made during installation as per Architect's/Consultant's instructions Flush mounted and recessed fixtures shall be installed so as to completely eliminate light leakage within the fixture and between the fixture and adjacent finished surface Fixture mounted on outlet boxes shall be tightly secured to a fixture stud in the outlet box. Extension pieces shall be installed where required to facilitate proper installation Fixture shall be completely wired and constructed to comply with the regulations and standards for Electric Lighting Fixtures, unless otherwise specified. Fixtures shall bear manufacturer's name and the factory inspection label unless otherwise approved Wiring within the fixture and for connection to the branch circuit wiring shall be not less than 1.0/1.5 sq.mm. copper for 250 volt application. Wire insulation shall suit the temperature conditions inside the fixture and wires bypassing the choke shall be heat protected with a heat resistant sleeve Metal used in lighting fixtures shall be not less than 22 SWG or heavier if so required to comply with the specification or standards. Sheet steel reflectors shall have a thickness of not less than 20 SWG. The metal parts of the fixtures shall be completely free from burrs and tool marks. Solder shall not be used as mechanical fastening device on any part of the fixture Ferrous metal shall be bonderized and given a corrosion resistant phosphate treatment or other approved rust inhibiting prime coat to provide a rust-proof base before application of finish Non-reflecting surfaces such as fixture frames and trim shall be finished in baked enamel paint Light reflecting surface shall be finished in baked white enamel having a reflection factor of not less than 80%. All parts of reflector shall be completely covered by finish and free from irregularities. After finish has been applied and cured, it shall be capable of withstanding a 6 mm radius bend without showing sign of cracking, peeling or loosening from the base metal. Finish shall be capable of withstanding 72 hours exposure to an ultraviolet sun lamp placed 10 cm from the surface without discoloration, hardening or warping and retain the same reflection factor after exposure. Test results shall be furnished for each lot of fixtures Fixture with visible frames shall have concealed hinged and catches. Pendant fixtures and lamp holders shall be provided with ball type Algiers or similar approved means. Recessed fixtures shall be constructed so as to fit into an acoustic tile ceiling or plaster ceiling without distorting either the fixture or the ceiling plaster rings/flanges shall be provided for plaster ceiling. Fixtures with hinged diffuser doors shall be provided with spring clips or other retaining device prevent the diffuser from moving Detailed catalogue cuts for all fixtures, or, if so required by the Architect/Consultant sample fixtures shall be submitted for approval to the Architect/Consultant before orders for the fixtures are placed. Shop drawings for non-standard fixture types shall be submitted for approval to the Architect/Consultant.

277 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 17 OF Recessed fixtures shall be constructed so that all components are replaceable without removing housing from the ceiling. 1) Lamps shall be supplied and installed in all lighting fixtures furnished under this contract. All lamps shall be rated for 250 volts. 2) Lamps used for temporary lighting service shall not be used in the final lighting of fixtures units. 3) Lamps shall be of wattage and type as shown on the drawings and schedule. Where not shown, the details shall be ascertained from the Architect/Consultant before procurement. 4) Lamps for permanent installation shall not be placed in the fixtures until so directed by the Architect/Consultant, and this shall be accomplished directly before the building portions are ready for occupation Fluorescent fittings : Only single and/or two lamp ballast shall be used in any one fixture. Ballast shall be completely enclosed inside sheet steel casing and shall have a corrosion - resistant finish. Ballast shall contain a thermosetting type compound not subject to softening or liquefying under any operating conditions or upon ballast failure. Compound shall not support combustion. All ballast shall be of high power factor compensated to above 0.9PF. Ballast temperature and sound rating shall be specified by the manufacturer and guaranteed. Ballast shall be for operation at the voltages and frequencies indicated and under temperature conditions prevailing in the various locations of the premises. Tapped ballast are preferred All fluorescent fixtures shall be provided with separate wiring channel with cover plate and an earth terminal. All screws shall be chromium brass screws. Lamp and starter holders shall be out of tough moulded plastic with spring loaded rotor type contactors rendered shock and vibration proof. Condensers shall be low loss paper impregnated hermetically sealed complying with IS Internal wiring shall be neatly clipped and where by passing the ballast, a suitable heat resistant barrier or sleeve shall be provided Surface mounted fixtures longer than two feet shall have one additional point of support besides the outlet box fixture stud when installed individually. Pendant individually mounted fixtures four feet long and smaller shall be provided with twin stem/conduit hangers. Stems shall have ball aligners or similar devices and provided for a minimum of 25 mm vertical adjustment. Stems shall be of appropriate length to suspend fixtures at required mounting height Lamps shall have bi-pin bases and a minimum approximate rated and guaranteed life of 6000 hrs. Colour spectrum of light shall be equivalent to `Philips White'. Lamp starter and ballast shall match the lamp Incandescent fittings : Incandescent fittings shall be of the type generally specified on the drawings. Contractor should have sample approved by Architects/Consultant before procurement Incandescent fixtures shall be equipped with porcelain, medium base, screw type sockets for lamps upto and including 200 watt and mogul screw type pin type base for lamps 300 watt and over Re-lamping the fixture shall be possible without having to remove the fixture from its place Incandescent lamps shall be inside frosted/or clear type as required by the Architect/Consultant Ceiling Fans : Ceiling fans shall be complete with fan suspension stem canopies and regulators. 30 cm suspension stem shall be standard accessory and stems shall be heavy duty galvanized steel tubes to IS Fans shall be mounted on a pre-embedded hook with hard rubber isolator. Regulators shall be no-step type mounted in the switch box. The box in all such cases shall be large enough to accommodate the regulator and switches. One sample box with top cover shall be got approved before procurement.

278 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 18 OF 30 E 8 Earthing 1.0 SCOPE OF WORK : The scope of work shall cover supply, laying, installation, connecting, testing and commissioning of: 1.1 copper /chemical or Electrode type Earthing station. 1.2 Earthing copper strips from earthing station to equi-potential bar. 1.3 Earthing copper strips/ wires from equi-potential bar to lay feeder mains and circuit to connect power panels, DBs, switchboards etc. 1.4 Bonding of Non-current carrying parts, and metallic parts of the electrical installation. 1.5 Provide inter connection between all earth pits of same type. 2.0 STANDARDS 2.1 The following standards and rules shall be applicable: 1) IS: Code of practice for Earthing. 2) Indian Electricity Act and Rules 2.2 All codes and standards mean the latest. Where not specified otherwise the installation shall generally follow the Indian Standard Code of Practice or the British Standard Codes of Practice in absence of Indian standard. 3.0 GENERAL All the non-current carrying metal parts of the electrical installation and mechanical equipments shall be earthed properly. The metal conduits, trucking, cables armoured and sheath, electric panels boards, lighting fixtures, ceiling and exhaust fan and all other parts made of metal shall be bonded together and connected by means of specified earthing system. An earth continuity conductor shall be installed with all the feeders and circuits and shall be connected from the earth bar of the panel boards, to the conduit system, earth stud of the switch box, lighting fixture, earth pin of the socket outlets and to any metallic wall plates used. All the enclosures of motors shall be also connected to the earthing system. 4.0 TYPE OF EARTHING STATION 4.1 PLATE EARTHING STATIONS The earthing station shall be as shown on the drawing IS: The earth resistance shall be maintained with suitable soil treatment as shown in the drawing The resistance of each earth station should not exceed the limit specified in IS : The earth lead shall be connected to the earth plate through copper/brass bolts in case of copper earth plate and shall be hot dip galvanized iron for G.I. plate earth plate as shown on the drawing The earthing grid and the earthing conductors shall be of copper strip in case of copper earth plate and hot dip galvanized iron strip in case of G.I. earth plate of size as mentioned on the drawing G.I. pipe with funnel with filter of approved quality shall be used for watering the earthing electrodes \ stations The block masonry chamber with Cast Iron hinged cover of 300 x 300 mm shall be provided for housing the funnel and the pipe for watering the earthing electrodes \ stations.

279 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 19 OF PIPE EARTHING STATIONS The substation earthing shall be with GI Pipe earthing station and equipment earthing grid shall be with hot dip galvanized iron earthing station The Pipe electrode shall 38mm dia GI pipe for earthing The earthing station shall be as shown on the drawing The earth resistance shall be maintained with suitable soil treatment as shown in the drawing The resistance of each earth station should not exceed 4 ohms The earth lead shall be connected to the earth plate through copper/brass bolts in case of copper earth plate and shall be hot dip galvanized iron for G.I. Pipe earth as shown on the drawing The earthing grid and the earthing conductors shall be of hot dip galvanized iron strip of size as mentioned on the drawing The block masonry chamber with Cast Iron hinged cover of 300 x 300 mm shall be provided for housing the funnel and the pipe for watering the earthing electrodes \ stations The hardware and other consumable for earthing installation shall be of copper/brass in case of copper earth plate and shall be hot dip galvanized iron material in case of G.I. Pipe, as per details shown in the drawing. 4.3 ELECTRODE / CHEMICAL TYPE EARTHING STATIONS: The substation earthing and equipment earthing shall be done with details given in earthing scheduled in BOQ & Drawing The earthing station shall be as shown on the drawing The earth resistance shall be maintained with suitable soil treatment as shown in the drawing The resistance of each earth station should not exceed the limit specified in IS : The earthing grid and the earthing conductors shall be of copper strip of size as mentioned on the drawing The block masonry chamber with Cast Iron hinged cover shall be provided for housing the termination block as shown in the drawing The hardware and other consumable for earthing installation shall be of copper/brass, as per details shown in the drawing GROUNDING: The grounding system shall incorporate the following individual components or a combination of the following: Deep driven copper bonded steel core ground rod/ Copper Plate / Copper Rod as central injection point for flow of fault current which is securely connected to the lower end of the down conductor. The use of ground resistance improvement material shall be applied in order to reduce the resistivity levels of the grounding system and maintain a constant low resistivity. The grounding system shall be maintenance free. Maintenance Free Earthing System consist of following material: Copper Bonded Earth Rod- Length 1.5Mtr/3Mtr Dia. 5/8 Ground Rod Clamp For Earth Termination. Ground Resistance Lowering Compound. The Copper bonded earth rods are made in accordance with national and international standards such as BS6651, BS7430 and UL467. Threads are rolled onto the rod ensuring an even copper covering which eliminates the risk of chipping whilst driving. Description: Threaded Copper bonded Earth Rod Material: Carbon steel rod bonded with Copper

280 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 20 OF 30 Length: 1.5Mtr./3Mtr Rod Diameter (Actual): 5/8 Weight: 1.92kg / 4Kg. A low resistance, non corrosive earth enhancing compound designed for use in standard soil conditions is to be used for these earthings. This compound shall have following characteristics: Will not dissolve or leach away with time Maintains constant resistance for the life of the earthing system. Effective in normal soil conditions. No maintenance required Ground Resistance Improvement Powder to be used which shall not wash away under seasonal conditions and therefore provides a permanent presence in working to improve and maintain the integrity of the earthing system. U-Bolt Rod Clamp. Suitable for clamping earth rods to tape or round conductor. Description: Suitable for Rod Diam. : 5/8 & Copper Tape Size: 25mm x 3mm Weight: 90 grm. 5.0 INSTALLATION AND CONNECTION : 5.1 The plate \ pipe electrode, as far as practicable, shall be buried below permanent moisture level but in no case not less than 2.5 M below finished ground level. 5.2 The plate \pipe electrode shall be kept clear of the building foundation and in no case, it shall be nearer by less than 2 M from outer face of the respective building wall \ column. 5.3 The plate electrode shall be installed vertically and shall be surrounded with 150 mm. thick layers of Charcoal dust and Salt mixture. 5.4 G.I. pipe for watering, shall run from top edge of the plate \ pipe electrode to the mid level of block masonry chamber. 5.5 Top of the pipe shall be provided with G.I. funnel and screen for watering the earth \ ground through the pipe. 5.6 The funnel with screen over the G.I. pipe for watering to the earth shall be housed in a block masonry chamber as shown in the drawing. 5.7 The masonry chamber shall be provided with a Cast Iron hinged cover resting over the Cast Iron frame which shall be embedded in the block masonry. 5.8 Construction of the earthing station shall in general be as shown in the drawing and shall conform to the requirement on earth electrodes mentioned in the latest edition of Indian Standard IS : 3043, Code of Practice for Earthing Installation. 5.9 The earth conductors ( Strips / Wires copper/ Hot dip G.I.) inside the building shall properly be clamped / supported on the wall with Galvanized Iron clamps and Mild Steel Zinc Passivated screws \ bolts. The conductors outside the building shall be laid at least 600 mm. below the finished ground level The earth conductors shall either terminate on earthing socket provided on the equipment or shall be fastened to the foundation bolt and / or on frames of the equipment. The earthing connection to equipment body shall be done after removing paint and other oily substances from the body and then properly be finished Over lapping of earth conductors during straight through in joints, where required, shall be of minimum 75mm. long The earth conductors shall be in one length between the earthing grid and the equipment to be earthed.

281 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 21 OF EARTH LEADS AND CONNECTIONS : 6.1 Earth lead shall be bare copper or galvanized steel as specified with sizes shown on drawings. Copper lead shall have a phosphor content of not over 0.15 %. Galvanized steel buried in the ground shall be protected with bitumen and Hessian wrap or polytene faced Hessian and bitumen coating. At road crossing necessary hume pipes shall be laid. Earth lead run on surface of wall or ceiling shall be fixed on saddles so that strip is at least 8 mm away from the wall surface. 6.2 The complete earthing system shall be mechanically and electrically bonded to provide an independent return path to the earth source. 7.0 EQUIPMENT EARTHING : All apparatus and equipment transmitting or utilizing power shall be earthed in the following manner. Copper/G.I. earth strips/wires shall be used unless other wise indicated in the Schedule B. 8.0 POWER TRANSMISSION APPARATUS 8.1 Metallic conduit shall not be accepted as an earth continuity conductor. A separate insulated / bare earth continuity conductor of size 50 % of the phase conductor subject to the minimum and maximum shall be provided. Copper Aluminum G.I. Minimum(sqmm) Maximum(sqmm) The earth continuity conductor be drawn inside the conduit shall be insulated. 8.2 Non metallic conduit shall have an insulated earth continuity conductor of the same size as for metallic conduit. All metal junction and switch boxes shall have an inside earth stud to which the earth conductor shall be connected. The earth conduct or shall be distinctly coloured (Green or Green/Yellow) for easy identification. 8.3 Armoured cable shall be earthed by two distinct earth connections to the armouring at both the ends and the size of connection being as for the metallic conduit. 8.4 In the case of Unarmoured cable, an earth continuity conductor shall either be run outside along with the cable or should form a separate insulated core of the cable. 8.5 Three phase power panel and distribution boards shall have two distinct earth connections of the size correlated to the incoming cable size. In case of single phase DB's a single earth connection is adequate.

282 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 22 OF UTILIZING EQUIPMENT : 9.1 Three phase motors and other three phase apparatus shall have two distinct earth connections of the size equal to 50% of the connecting cable subject to the following: Copper Aluminum G.I. Minimum(sqmm) Maximum(sqmm) For single phase motors and apparatus, the single earth connection shall be provided of the above size. For all light fittings and fans a single earth connection with 1.5 sqmm copper or equivalent size shall be provided. 9.3 All street light poles shall have an earth stud and shall be connected to the cable armouring using 6.5 sqmm copper or equivalent unless shown otherwise. For street lighting poles planted in ground, 2.4 M long 10 SWG bare copper wire shall be coiled and buried with every fourth pole in addition to connection to cable armouring. 9.4 An equipment earthing grid shall be established as shown in the drawing. All earth connections to all panels, DB's and equipment shall be connected to the nearest point of the earthing grid TEST : 10.1 The entire earthing installation shall be tested as per requirements of Indian Standard Specification IS : The following earth resistance values shall be measured with an approved earth meggar and recorded. 1) Each earthing station 2) Earthing system as a whole 3) Earth continuity conductors 10.3 Earth conductor resistance for each earthed equipment shall be measured which shall not exceed 1 Ohm in each case. This is responsibility of contractor to get the final value for resistance Measurements of earth resistance shall be carried out before earth connections are made between the earth and the object to be earthed All tests shall be carried out in presence of the consultant METHOD OF MEASUREMENT : 11.1 Provision of earthing station complete with excavation, plate, earth lead upto chamber, earth link in the chamber, electrode, GI watering pipe, Salt, Charcoal, soil treatment to achieve the earth resistance less than 4 ohm, masonry chamber with cast iron cover etc. shall be treated as one unit of measurement The following items of work shall be measured and paid per unit length covering the cost of the earth wires/strips, clamps, labour etc. a) main equipment earthing grid and connection to the earthing stations. b) Connection to the power panels, DB etc The cost of earthing the following items shall become part of the cost of the item itself and no separate payment for earthing shall be made. a) Light fittings - form part of installation of the light fitting. b) Conduit wiring, cabling - should form part of the wiring or cabling. c) Street lighting - should form part of the street light poles.

283 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 23 OF 30 E-9 Miselenious (Fire Stop system Material) 1.0 Scope : 1.1 The scope of work covers the supply, installation and testing of Fire Stopper as specified in BOQ. 2.0 Standards : 3.0 Material : As per Applicable standard Specification of Fire stopper material suppler. All installation of Anchor fastener has been approved by Hilti Technical staff and certified the same. a) Fire Resistant Mortar fire resistant, cement based mortar with thermal insulating properties from admixed perlite CP 636 of HILTI India Pvt Ltd or Equvalrent.The product shall be tested for withstanding Zone 4 earthquake when tested in accordance with acceleration time history waveform VERTEQII as per IEC and Telcordia Technologies GR-63-Core The product shall be age tested for 30 years as per Dafstb and DIBT standards. The product shall be tested and approved by third party agencies such as UL, FM and LPCB. The product shall bear the UL and FM approval logo on the packing. b) Fire Stop System Providing & Supplying Passive Firestop system using HILTI Mineral wool board along with CP 670 coating of 1 mm DFT and CP 606 Firestop filler or Equivalent system. Fire barrier coating of 1 mm thickness should be apply on Mineral wood board (density min. 150 kg/cu. meter) and fill the remaining gap around entrants with suitable filler of depth same as mineral wool panel thickness to provide 2 hour fire rating on solid structure (wall- min. 80 mm, floor- min. 150 mm thickness) when subject to test conditions of BS 476: part 20:1987 and after age testing to DafStb guidelines. Cables and cable tray should be coated with above same coating up to minimum length of 300 mm to prevent spread of fire. Fire barrier coating and filler should be approved to international test standard like BS 476 and tested by FM, LPC, BRE, and WFRC. For wall opening the Board system should be used on both sides of the wall and for floor opening it should be used only on one side. c) Fire Stop System Providing and supplying versatile intumescent expanding foam CP 620 of HILTI India Pvt Ltd.The product shall be tested for withstanding Zone 4 earthquake when tested in accordance with acceleration time history waveform VERTEQII as per IEC and Telcordia Technologies GR-63-Core The product shall be age tested for 30 years as per Dafstb and DIBT standards. The product shall provide water tightness when tested for W rating as per UL standards and shall be tested for providing a sound insualtion of 50 when tested in accordance with ASTM E 90. The product shall be tested and approved by third party agencies such as UL, FM and LPCB. The product shall bear the UL and FM approval logo on the packing. 4.0 Mode of measurement : As specified in BOQ.

284 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 24 OF SCOPE : SPECIAL CONDITION FOR TESTING (CONTRACTOR TO READ THIS CAREFULLY) Contractor should have to take all necessary testing/ random testing of equipments and component prior to supply as per the guidelines / rules / sampling method etc. of IS at manufacturing works or other standard lab in presence of Client s representative & consultant as witness testing. Any deviation in parameters which is not as per IS is not accepted and clent reserve the rights to reject the same at any stage of the project.

285 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 25 OF 30 MODE OF PAYMENT The following payment will be made after deducting retention money. Payment for various items shall be made as follows: 1. Light, Fan, Plug, Bell, Telephone, TV, Computer point Etc.(Part payment of plug on Board will not be considered) 20 % when conduits are laid in slab & Boxes are f i xe d 40 % when wires are drawn in above conduits. 10 % when switches are fitted and testing is done. 10 % after completion of the job. 2. MV switchgear, Distribution Boards 70 % for erection.. Cable Trench,Cables 30 % after testing and commissioning 3. Earthing 70 % after earthing is complete. 30 % after testing and commissioning. 4. Light fixture and Fans 70 % for erection. 30 % after testing and commissioning. Special Notes: NO PAYMENT SHALL BE MADE AGAINST THE MATERIAL, WHICH IS NOT GOING TO CONSUME IN NEXT 2 MONTHS. THE FINAL CERTIFICATE SHALL BE GIVEN ONLY AFTER THE CONTRACTOR SUBMITES FOUR SETS OF AS BUILT DRAWING BOTH HARD COPY AS WELL AS SOFT COPY DULY APPROVED BY CLIENTS ENGINEER AND CONSULTANT. FOR THE VERTUAL COMPLITION AND FINAL CERTIFICATES CONTRACTOR WILL HAVE TO PRODUCE NO OBJECTION CERTIFICATE FROM CLIENTS. Sign & Seal Of CONTRACTOR

286 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 26 OF 30 APPLICABLE STANDARDS Sr. No. IS No. Description 1) IS: : Power transformers & fittings ) IS : Fittings and acc. For P.T. 3) IS10028-Part III 1981 : Installation of Transformer. 4) IS: : Specification for High voltage AC circuit breakers. 5) IS: : Insulating oil for Transformers & switch gear. 6) IS: : CT for measuring and protection. 7) IS: : Voltage (Potential) Transformers. 8) IS: : Voltage Transformer. 9) IS: 8623-Part II : Bus-bar arrangement and 1993 marking. 10) IS: : Bushing 11) IS: : Large Hollow Porcelains Insulator 12) IS: : Insulators greater than 1000V 13) IS: : Hot Dip Galvanizing IS: ) IS: : Relays for AC system 15) IS: : Meters (measuring). 16) IS: : Installation of Switch gears. 17) IS: : HV Cable Paper Insulated Lead Sheathed Cables for Rated Voltage up to and Including 33 kv Specification 18) IS: : Installation of HV cables and jointing. 19) IS: : Code of practice for earthing. 20) IS: Part III : HD Air breaker, Switch gears and fuses for Voltage not exceeding 1000 Volts. 21) IS: Part IV : Selection, installation and maintenance of fuses up to 650 Volts. 22) IS: Part I : General requirements for switch gear and control gear for voltage not exceeding 1000 Volts. 23) IS: Part III : Air-break isolators for Voltage not exceeding 1000 Volts.

287 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 27 OF 30 24) IS: : Factory built assemblies of switch gears and control gears for voltage up to and including 1000 Volts A.C. and 1200 Volts D.C. 25) IS: : Marking and arrangement of switch gear bus bars main connectors and auxiliary wiring. 26) IS: PART-1 : Cubical Boards. 27) IS: : Insulated Busbar rating. 28) IS: : Enclosed distribution fuse boards and cutouts for Voltage not exceeding 1000 Volts. 29) IS: : Miniature Circuit Breaker. 30) IS: : Fuse wire used in rewirable type electric fuses up to 650 Volts. 31) IS: 1554-Part I : PVC insulated electric cables Heavy duty. 32) IS: 3961-Part II & IV : Recommended current rating for cables. 33) IS: : Copper conductor in insulated cables and cores. 34) IS: : Conductor for insulated electric cables and flexible cords. 35) IS: : Low Carbon Galvanized Steel Wires, FormedWires and Tapes for Armouring of Cables - Specification 36) IS: : PVC insulation and sheath of electric cables. 37) IS: : Aluminum conductor for insulated cables. 38) IS: : Recommended current rating for Cable. 39) IS: : Code of practice for electrical wiring installation system Voltage not exceeding 650 Volts. 40) IS: : Code of practice for fire safety of Buildings (general) electrical installation. 41) IS: : Rigid steel conduits for electrical wiring. 42) IS: : Fittings for rigid steel conduits for electrical wiring. 43) IS: : Flexible steel conduit for electrical wiring. 44) IS: : Accessories for rigid steel conduits for electrical wiring. 45) IS: : PVC insulated cables (wires). 46) IS: 9537-Part III : Installation of Rigid non-metallic conduits for electrical wiring. 47) IS: : Flexible (playable) nonmetallic conduits for electrical installation. 48) IS: : Plugs and sockets upto 250V. 49) IS: : Conductors for insulated electrical cables and flexible

288 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 28 OF 30 codes. 50) IS: : Specification for conduit for electrical installation. 51) IS: : Accessories for non-metallic conduits for electrical wiring. 52) IS: : Switches. 53) IS: : Plugs. 54) IS: Part I : Shunt Capacitors for power systems upto 650V. 55) IS: : Low voltage fuse and links up to 1000 volts. 56) IS: : General and safety requirement for lighting fittings. 57) IS: : Code of practice for lighting public thorough fares. 58) IS: : Waterproof electric lighting fittings. 59) IS: : Water tight electric lighting fitting. 60) IS: 1239-Part I : Mild Steel tubular and other wrought steel pipe fitting. 61) IS: Part V : Luminaries for street light ) IS: Part III : HRC fuses having rupturing capacity voltage upto 1000V. 63) IS: : Exhaust Fan. 64) IS: : Class I Ceiling Fan. 65) IS: 7098 (Part I, II, III) : XLPE armoured Cables upto V. NOTE: All codes and standards means the latest where not specified otherwise the installation shall generally follow the Indian Standard codes of practice or relevant British Standard Codes of Practice in the absence of corresponding Indian Standards. PLEASE FOLLOW: a. Indian Electricity Act of 1910 and rules issued there under revised up to date. b. Regulations for electrical equipment in building issued by The Bombay Regional Council of insurance Association of India.

289 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 29 OF 30 LIST OF APPROVED MAKE / MANUFACTURER FOR ELECTRICAL WORK MATERIALS 1) Rigid PVC Conduit : ISI & FIA approved & manufactured from virgin material. Precision 2) Accessories for conduit : Same make as of pipe. 3) Flexible Copper Wires : FRLS type : Havell s, Finolex 4) Switches : Legrand (Mosaic), Schnieder(Opale), Havell s(carabtree- Verona) 5) Light Fixture : Phillips, Wipro, Havells (As suggested by archietect - Sample to be approved ) 6) FTL/CFL/Lamps or : Osram, Philips, Havells any kind of light source 7) Ceiling Fans : Crompton,Havells 8) Fan box : Cast Iron Type Only 9) Exhaust Fan : Havells,Almonard 10) Call bell : Anchor Ding Dong type. 11) PVC tape : Steel grip 12) Distribution boards : Legrand (MDS-lexic), Schneider (MG), L&T, Hager Factory fabricated. Double door type 13) MCCB/MCB/ELMCB & Acc : Legrand (MDS-lexic), Schneider (MG), L&T, Hager 14) LT Cables : Havells, Finolex 15) Panel Fabricators : CPRI Approved panel builders only 16) Load Manager / Energy Meter/MF: SIEMENS (Suitable for PC Connected and LAN with open protocol, Ethernet connectivity, Sample to be approved) 17) Meters(Digital : V,A,PF,MF etc) : SIEMENS 18) Timer : Theban, Legrand, L&T 19) MCCB : Legrand (lexic),sch MG,L&T 20) Connectors : Wago 21) Glands : Compression type, Heavy duty and deep threding with rubberring and double washers. (Sample tobe approved) HMI, Comet 22) Cable Lugs : Dowells, 3-D (Copper long nack) 23) Metal Clad and Wheather proof Plug-socket : Legrand, Schnieder, Spelsberg 24) Button holder, Angle : Anchor, CPL holder, ceiling rose 25) M.S. Conduit ISI : BEC, Steel Craft, AKG

290 Tender for Electrical works for CATTLE FEED PLANT AT KAPADVANJ Section: B2 Title Material Specifiction Sheet 30 OF 30 26) M.S. Boxes : Fabricated out of CRCA sheets / Angle / Strip continuously welded (sample to be approved) with Powder coating / Colour coating. 27) Cable Tray : Legrand, OBO 28) Raceway : MK (Ega), Legrand 29) TV Cable : Finolex, Havell s 30) Fire Extinguisher : Should be of ISI approved - Redex, Safex, Firex, Safeline 36) Chemical Type Earthing : Ashlok 37) Anchor Fastener : Hilti 40) Fire Resi Cable Coating : Hilti 41) Connectors, Control Terminals: Telemechanique. 42) Current Transformer : Kappa, AE, Virat, Narmada 43) Power Terminal : Connectwell 44) Indication Lamp : LED Type : Schneider, Sumo, L&T 45) Voltage Selecter Switch : L&T, Salzer 46) Ameter Selecter Switch : L&T, Salzer Special Notes : The successful tenderer will have to supply the makes from above in consultation with the Client/Architect/Consultant without any extra cost. tender, in covering letter of separate letter enclosure. However, the final decision for accepting make specified by tenderer would be of client/architect/consultants. As far as possible, the successful tenderer will have to place order directly to the manufacturer OR it s authorized dealer. The Client/Architect/Consultants have right to check the challans of supplier. The MCB and MCB DBs must be of same make. Make of components reuired to be used by contractor to complet the installation, if not mentioned any where, shall be required to GOT IT APPROVED by Client/Architect/Consultant before installation in writing manner. Within a week of work order, the contractor shall submit the sample of each item / component of above mentioned approved make for the approval of the Client/Architect/Consultant.

291 SCHEDULE OF QUANTITIES_CIVIL WORK SUMMARY Particular Amount ( Rs) A CW CW CW CW CW CW CW CW CW CW CW CW CW CW Civil Works Earth works PCC & RCC works Centering & Form works Reinforcement Masonry works Doors, Windows & Ventilators Plastering work Water Proofing Works Paving & Floor Finishing works Iron,steel & Roofing Works Painting & Polishing works Piling Work Road & General Development Works Miscellanious Works Total of civil works A Total of Civil Works % if any Net Total of Civil works

292 PART C1 SCHEDULE OF QUANTITIES_CIVIL WORK In case of any ambiguity between description given in the schedule of quantities Part C1 and item specification civil work given in technical specification part B1, then description given in schedule of quantities Part C1 will govern (Final). KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Total Item No. Description Unit Quantity Rate in Rs. Amount in Rs. SECTION 1 : EARTH WORK 1.1 Excavation for foundation in earth, soil of all types, sand, gravel and murrum with Manual and Mechanical means and preparing the bed for foundation, trenches etc. including shoring, strutting and dewatering etc. complete, including cart away the excavated material up to a distance of 2.5 Km. beyond the plot area and spreading and leveling the same, or using the excavated earth for back filling, general development and landscaping with leveling, ramming and watering in layers not exceeding 300 mm in thickness etc. complete as directed by Engineer in charge Payment will be paid as per drawing. 1.1 a Depth up to 1.5m cum b Depth from 1.5m to 3.0m cum c Depth from 3.0m to 4.5m cum Backfilling from out side earth/ sand ( Contractor's earth/sand ) in plinth, floors, trenches general development with watering, ramming, compaction in layers of 300 mm maximum with earth compactors or plate compactor or to achieve dry density of 95% modified proctor density as required by the engineer in charge, with approved earth as per drawing, specifications and as directed by Engineer in charge. Item rate inclusive of all transport, taxes royalties, duties, etc as well as loading, un loading, spreading in layers and compaction cost, etc complete as directed by Engineer in charge. 1.2 a With yellow murrum of approved quality brought from out side cum 1, b With sand of approved quality brought from out side cum Pre construction stage wise anti termite treatment to buildings shall be with emulsifiable insecticides as per IS: 6313 (part II) (latest revision). creating a continuous chemical barrier under and all after excavation, after earth filling is completed and before laying of final floor finish layer in side the building and 1.5mt of outer periphery of building. (Only Plinth area shall be measured for payment). The Contractor shall carry out the work through an approved agency and provide a guarantee for seven years on a stamp paper from an approved agency, as directed by Engineer in charge. sqm 120 TOTAL FOR SECTION 1 SECTION 2 : CEMENT CONCRETE 2.1 Providing and laying Plain Cement concrete ( PCC ) in position, machine mixed concrete of specific grade by using nominal size well graded approved quality aggregate at all levels as per design having mix minimum cement content as per specification vibration / compaction, curing, scaffolding, testing etc. as directed by Engineer in charge, etc. complete. Item shall Exclude cost of formwork 2.1 a M 7.5 ( 1:4:8 ) grade concrete (Minimum Cement content 170kg/cum) cum 160 Boq_1 of 9

293 KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Total Item No. Description Unit Quantity Rate in Rs. Amount in Rs. 2.2 Providing and laying in position weigh batched and machine mixed design mixed cement concrete of specific grade in proportion by weight for Reinforced Cement Concrete as per drawing by using nominal size wellgraded approved quality aggregate in all structural elements, non structural elements at all levels and at all heights. Minimum cement content as specification. Including vibration / compaction, curing, scaffolding, testing etc. as directed by Engineer in charge, etc. complete. cost inclusive of providing & mixing of plasticizer ( cico or equiv) as per design mix and manufactures specifications. Item shall Exclude cost of formwork and Reinforcement. Contractor may use RMC. Fly ash will not allowed. Minimum cement content as per specification in RMC also. No extra cost for RMC. 2.2 a M 25 grade concrete (Minimum Cement content 360 kg/cum) cum Extra for providing and mixing chemical additives or admixtures, as approved by the Architect & Engineer in charge, as per the specifications stipulated by the manufacturer. (The make and its technical specifications must be specified herein.) 2.3a Concrete adhesives for old & new concrete joint. kg/liter b Concrete Rapid hardening additives. kg/liter Cement base Nonshrink grouting material for pocket of foundation bolts & under base plate. cum Charges for making holes in RCC beam /slab with diamond core cutter. if contractor forget to provide holes / sleeves / cutout in RCC work due to any reason, no payment will be made under this item. Rectification work shall be carried out at contractor's cost. engineer's decision will be final. 2.5a (a) 100.0mm dia rmt b (b)101.0mm dia to 200mm dia rmt c (c)201mmto 300mm dia rmt Drilling and fixing reinforcement dowel of following diameter by using chemical grout of HILTI HY150 or equivalent. Fixing shall be carried out through authorized applicator of the company, and as per supplier specification. Normal embedded depth = 15 times bar diameter, for extra embedded depth rates shall be considered on pro rata basis, if contractor forget to provide dowels in RCC work due to any reason, no payment will be made under this item. Rectification work shall be carried out at contractor's cost. engineer's decision will be final. 2.6a 1) 8mm dia no b 2) 10mm dia no c 3) 12mm dia no d 4) 16mm dia no e 5) 20mm dia no f 6) 25mm dia no. 10 TOTAL FOR SECTION 2.00 SECTION 3.00 :CENTERING & FORM WORK Boq_2 of 9

294 KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Total Item No. Description Unit Quantity Rate in Rs. Amount in Rs. 3.1 Providing, laying, placing and fixing in position in true line & level the good quality centering, shuttering, formwork, at all levels, height, shape and depths, of steel plates or wooden ply for all kinds of plain cement concrete or reinforced cement concrete elements, as stated in Concrete works specification at all levels and all heights, including providing and fixing adequate, strong and stable props supportive structure adequate scantlings, packing, bracings, bolting, tieing with binding wires, wherever directed sufficiently wire nailing, removing / striking off the same on stipulated time, as directed by Engineer in charge, etc. complete. 3.1 a Up to 13mt building height from plinth sqm 1, Providing and laying false centering with H frame in case of floor to floor clear height is more than 8.0 meter. as directed by Engineer in charge, etc. complete. sqm 50 TOTAL FOR SECTION 3.00 SECTION 4.00 : REINFORCEMENT 4.1 Providing, straightening, cutting, bending, binding and laying in position of TMT FE 500 D grade steel reinforcement confirming to IS 1786 : 1990 or latest code, to correct all shape and size as per detailed drawings, specifications for all RCC work, piles etc, at all levels and all heights with necessary chairs and laps; with correct size PVC cover blocks or approved quality concrete cover blocks of same grade of concrete and binding wire of 18 gauge etc. complete with test certificate of the steel bars from manufactures as well as approved laboratory test certificates directed by Engineer in charge, etc. complete. Rate shall be inclusive of pvc corner, chair, spacer, separator and binding wire. MT 79 TOTAL FOR SECTION 4.00 SECTION 5.00 : MASONRY WORK 5.1 Providing and laying brick masonry with approved quality of clay bricks compressive strength not less than 4.0 N/mm 2 in line and level and plumb for sub structure below plinth, including gable walls, walls, pilasters, etc in cement mortar 1:4 including scaffolding at all levels and all heights, racking of joints, curing, providing weep holes etc complete as per drawings and specifications, as directed by Engineer in charge, etc. complete. cum Providing and laying brick masonry with approved quality of clay bricks compressive strength not less than 4.0 N/mm 2 in line and level and plumb for superstructure above plinth, including gable walls, walls, pilasters, etc in cement mortar 1:6 including scaffolding at all levels and all heights, racking of joints, curing, providing weep holes etc complete as per drawings and specifications, as directed by Engineer in charge, etc. complete. cum Charges for making holes in brick wall with normal drilling machine rate for 100mm length, rate for additional length will be given on pro data basis 5.4a (a) 100.0mm dia No b (b) 101.0mm dia to 200mm dia No 5 5.4c (c) 201mmto 300mm dia No 5 TOTAL FOR SECTION 5.00 SECTION 6.00 : DOORS, WINDOWS,ROLLING SHUTTERS AND FALSE CELLING Boq_3 of 9

295 KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Item No. Description Unit 6.1 Providing and Fixing 38 mm flush door waterproof shutters over jambs of Total Quantity Rate in Rs. Amount in Rs. stone of size as per drawing with T.W. lipping, T.W. beading to frames with approved paint on both side including Stainless Steel fittings, door closer and locking arrangements, including moulding as per drawings completed and as directed by Engineer in charge, etc. complete. Rates to include providing all hardware hinges, one handle on both side, locking arrangement, one door stopper, etc complete sqm Supplying and fixing in position 20 micron anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of minimum 100mm wide & minimum1.5mm thk of Jindal make or Other equivalant, or as per engineer incharge and confirming to IS : 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top bottom and sides with required EPDM gaskets etc. All sections shall be smooth, rust free, straight, mitred & jointed mechanically wherever'required including cleat angle, aluminium snap beading for glazing/ panelling C.P. brass/stainless steel screws, nylon rollers with ball bearings, silicon sealent in gaps, concealed lock handle, etc all complete. ( All Alu Section Anodised M 2 Grade).Rate to include for supplying and fixing necessary hold fasts, all fixtures and fastenings of anodized aluminium as per requirement with 5 mm/ 6 mm thick MODI/Saint Gobain float glass,,silicon sealent for water tightness at all sides etc complete at any level & height,as per direction of engineer 6.2 c incharge cost of aluminum snap beading shall be included in the item Fully glazed sliding window including mosquito net, separate sliding shutter for mosquito net with 5 mm thick glass sqm e Aluminum adjustable louvered glazed ventilators with mosquito net with 5 mm thick glass sqm 10 TOTAL FOR SECTION 6.00 SECTION 7.00 : PLASTERING WORK 7.1 Providing and applying minimum 20 mm thick sand face plaster 12 mm thick in CM 1:4 and 8 mm thick C.M 1:2 at all levels laid in two coats to concrete or masonry surfaces and around openings in jambs and sills, including hacking of concrete surfaces, racking of joints, scaffolding, curing, making sharp and clear grooves, pattas, drip moulds, providing and fixing chicken mesh jali (22 gauge) at the junction of two different surfaces material component and at all levels and all heights as detailed in drawings as directed by Engineer in charge, etc. complete. sqm Providing and applying minimum 20 mm thick mala plaster in 12 mm thick CM 1:4 and 8 mm thick C.M 1:2 at all levels laid in two coats to concrete or masonry surfaces and around openings in jambs and sills, hacking of concrete surfaces, racking of joints, scaffolding, sharp and clear grooves, pattas, drip moulds, providing and fixing chicken mesh jali (22 gauge) at the junction of two different surfaces material component and at all levels and all heights as detailed in drawings, as directed by Engineer in charge, etc. complete. sqm 660 Boq_4 of 9

296 KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Item No. Description Unit 7.4 Providing minimum 10 mm thick single coat ceiling cement plaster on Total Quantity Rate in Rs. Amount in Rs. RCC slabs, soffits of RCC slabs, chhajjas, stairs etc. in single coat in cement mortar 1:3 (1 Cement : 3 Sand) hacking of concrete surfaces, racking of joints, scaffolding, sharp and clear grooves, pattas, drip moulds, providing and fixing chicken mesh jali (22 gauge) at the junction of two different surfaces material component and as detailed in drawings at all levels and all heights as directed by Engineer in charge, etc. complete. sqm Providing and applying minimum 20 mm thick water proof plaster in CM 1:3 at all levels laid in single coat by adding admixture of pidilite or eqv in water retaining structure as directed by Engineer in charge, etc. complete. sqm Providing cement vata of specific size in PCC 1:1.5:3 with 6.0m down size grit with neat cement finish, watering etc complete at any height and place 7.6a cement vata of 100 x 100 mm rmt 270 TOTAL FOR SECTION 7.00 SECTION 8.00 : WATERPROOFING WORK 8.1 Providing water proofing treatment to terrace/ gutter at any level with brick bat coba in proportion 1:5 of average 150 mm thick as per standard using chemical as water proofing and finished top surface with I.P.S. 35mm thick laid to required gradient joint less with 300mm x 300mm false square including half round water proofed vata, pounding test to be performed as directed by the Engineer In Charge(work should be carried out through approved water proofing specialist company with free maintenance guarantee for 10 years, pounding test to be performed). Vata will not be paid separately. sqm Providing and laying machine mixed average 63 mm thick Indian Patent Stone ( IPS) of 1:2:4 ( cement : sand: aggregate) to terrace/ gutter using grit size less than 20mm and finishing with adding the water proofing material of standard company and 1:1 Cement mortar to fill the minor hole etc complete as directed, including,preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond, well vibrated, compacted and finished smooth and cured by pounding with rounding the junction, keeping surfaces well covered and protected against access of any type complete, as directed by the Engineer In Charge. sqm Providing and laying specified dia rain water down take PVC pipe with bends & joints etc. complete 8.5a 100 mm dia & pressure of 4 kg/cm2 rmt 25 TOTAL FOR SECTION 8.00 SECTION 9.00 : PAVING AND FLOOR FINISHING Boq_5 of 9

297 KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Total Item No. Description Unit Quantity Rate in Rs. Amount in Rs. 9.1 Providing & laying in position RCC slab on grade weigh batched, machine mixed, design mix cement concrete, including providing & mixing of plasticizer ( cico or equiv) as per design mix and manufactures specifications, with pounding type curing as directed by the Engineer In Charge. Cement consumption as per specification. The suitable size of panel should be approximately 4.0 x 5.0 m or as directed by Engineer. The Construction joints to be formed at every 4 m distance by grooving with mechanical saw within 48 hrs. Groove/sawed joints shall be made of 4mm width and 40 mm depth min (1/3 rd depth of the slab thickness ) as shown in the drawing and shall be filled with silicone sealant/elastomeric Sealant/Epoxy Sealant. The sawing operation should be carried out as soon as concrete is ready to accept the saw cut without toweling etc as directed by Architect and Engineer in charge. The construction joint is formed by square edge and painted with bitumen. The rate shall be inclusive of labour, grooves, sealant and machinery cost. Reinforcement will be paid separately. 9.1a 100mm thick slab on grade of M 25 grade with immidiate finish sqm b 125mm thick slab on grade of M 25 grade sqm c 150mm thick slab on grade of M 25 grade sqm 9.11 Providing and laying Kesariyaji green/ white marble at all levels in sills and jambs in doors and windows, as per drawings, including the cost of cutting, making the surface rough, fixing with adhesive, anchoring, moulding, polishing of all sides as directed by the Engineer in charge, etc complete. pl refer drawing a Do width between 115 mm to 250mm rmt b Do width between 251mm to 350mm rmt Providing and laying machine mixed average 63 mm thick Indian Patent Stone ( IPS) of 1:2:4 ( cement : sand: aggregate) using grit size less than 20mm and finishing and 1:1 Cement mortar to fill the minor hole etc complete as directed, including preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond, well vibrated, compacted and finished smooth and cured by ponding with rounding the junction, keeping surfaces well covered and protected against access of any type complete, as directed by the Engineer In Charge. sqm Providing & fixing green double polished kotah of 25 mm. thick of uniform size and colour for platforms, staircases, sinks, shelves, morry etc. in floor, dado or facia etc. up to 1.0 m. long, including necessary machinecut edges (uniform thickness) rounded edges, necessary cement mortar bedding in C.M. 1:2 of required thickness. Cement joints and pointing as specified with polishing (with oxalic acid), curing, daily mopping with water and kerosene as directed for at least 15 days or up to the satisfaction of the Architect & Engineer in charge etc. complete. sqm 5 TOTAL FOR SECTION 9.00 SECTION : IRON AND STEEL WORKS Boq_6 of 9

298 KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Total Item No. Description Unit Quantity Rate in Rs. Amount in Rs Providing, Fabrication & Erecting in position Structural steel sections confirming to IS:806:1968 and IS:1161:1979 or latest for the work of sheds, canopy, space frame, industrial buildings, Railing and Stair, insert plates & angle for RCC work including necessary RHS & SHS of TATA, rolled joists, channels, angles and angle cleats, gusset plates, chequred plate, position hips and jack lifters, purlins, etc. including cutting and welding the members as per detailed drawing and design. The rate shall include sand blasting of the steel sections, plates,2 coat of zinc chromate yellow oxide primer and 2 coats of synthetic enamel paint of approved make over all the surfaces of the steel sections.( Only standard measurements will be paid for). Shop drawings for the connection details shall be prepared for the approval of the architect. Gusset plates, Corner plates, joining plates etc. will be profiled and the rate of the profile cutting shall be including in the rate quoted. at all levels and all heights, as directed by Engineer in charge, etc complete. MT Providing and fixing M S foundation bolts / anchor bolt as per drawing and shuttering requirements, as per drawing and as directed by the Engineer In Charge. Kg 100 TOTAL FOR SECTION SECTION : PAINTING AND POLISHING 11.1 Providing & Applying three coats Internal plastic paint Asian Royal or equivalent (first two coats are with brush and final coat is with roller) of desired shade on any internal surfaces, at all levels and all heights, to give an even shade, including scaffolding, thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth at all levels, as directed by the Engineer In Charge sqm Providing & Applying three / required coats of Exterior Paint "Asian Apex Ultima weather proof exterior" or equivalent in choice colour and shade over a coat of primer of same manufacturer including preparation of surface, at all levels and all heights, as directed by the Engineer In Charge sqm Providing & Applying three coats of synthetic enamel paint of desired shade on any MS internal or external surfaces, at all heights, to give an even shade, including scaffolding, thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth at all levels and all heights, as directed by the Engineer In Charge sqm Providing & Applying two / required coats of Birla white putty at all levels to internal plaster surfaces of concrete, masonry work including jambs, sills, grooves, pattas, rounding of corners at all levels and all heights complete as per drawings & specifications including scaffolding, cleaning of surfaces, as directed by the Engineer In Charge sqm 970 TOTAL FOR SECTION SECTION : PILING WORK 12.1 Construction of bored cast in situ under reamed pile with single bulb, with M 25 controlled concrete depth of 10mt from cut off level as per drawing & specification including cost of all material, admixtures, labour, supervision, plant, equipment, fuel, trimmed concrete of pile up to top & necessary quality. The item shall exclude the cost of reinforcement, inclusive of concrete. 12.1c 600 dia rmt 1,700 TOTAL FOR SECTION Boq_7 of 9

299 KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Total Item No. Description Unit Quantity Rate in Rs. Amount in Rs. SECTION : ROAD AND GENERAL DEVELOPMENT 13.1 Excavation for trenches and Box cutting by the existing ground in all types of soil including shrubs, filled up material etc. with Manual or Mechanical means in required depth, including transporting up to 2.5 km, stacking, spreading, leveling and rolling as directed by the Engineer In Charge cum Filling in layers from approved Murrum brought from out side with watering, ramming, compaction to achieve modified proctor density minimum 95% as required by the engineer in charge. Rolling with 8 10 T vibrating rollers shall be done to achieve the necessary CBR value. cum Providing and laying 200 mm thk graded granular sub base ( GSB )maximum size of pebble 40 mm with ramming, leveling, and compacting to achieve modified proctor density as mentioned in the drawing and required by the engineer in charge. Rolling with 8 10 T rollers shall be done to achieve the necessary CBR value. Measurement shall be paid as per drawing only. cum Providing and laying 200 mm thk wet mix maximum size of metal 40 mm in two layers with ramming, leveling, and compacting to achieve modified proctor density as mentioned in the drawing and as required by the engineer in charge. Rolling with 8 10 T rollers shall be done to achieve the necessary CBR value. Measurement shall be paid as per drawing only. cum Providing and laying cement concrete smooth finish Trimix RCC Road 150mm. thick with M30 with vacuum dewatering concrete Min Cement content 420 kg/cum including giving a floating coat of 1:1 cement mortar and power trowelled to get desired smooth finishing/broom finish, over a leveling course, curing for 7 days, with nominal temperature steel etc. complete. as specified by the Architect/Engineer in charge. The rate shall be exclusive of reinforcement steel the same shall be paid in relevant tender items. The suitable size of panel should be approximately 4.5 x 4.5 m or as directed by Engineer. The Construction joints to be formed at every 5m distance by grooving with mechanical saw within 48 hrs. Groove/sawed joints shall be made of 4mm width and 40 mm depth min (1/3 rd depth of the pavement) as shown in the drawing The sawing operation should be carried out as soon as concrete is ready to accept the saw cut without trowelling etc as directed by Architect and Engineer incharge. The construction joint is formed by square edge and painted with bitumen. The rate shall be inclusive of labour, grooves, sealant and machinery cost and road signage of 3M make as per design and drawings 13.8 providing and Fixing Precast kerbing of M:25 grade as per drawing, sample sqm 264 to be approved. as directed by the Engineer In Charge. 13.8b 500 mm high x 300 mm wide x 150 mm thk rmt Making 3mm x 25mm groove in Tremix road as mentioned in the drawing as directed by Engineer in charge complete. rmt 70 TOTAL FOR SECTION SECTION : MISCELLANEOUS WORKS 14.1 JCB excavator including operator and all consumables hour Tractor trip including all labour for loading/unloading, spreading, driver and all consumables 14.2a Carting up to 5KM ( Maximum 5 km one way ) no b Extra over 14.2a for additional kilomerer per kilometer ( one way ) km m3 Dumper trip including all labour for loading/unloading, spreading, driver and all consumables 14.3a Carting up to 5KM ( Maximum 5 km one way ) no 20 Boq_8 of 9

300 KAIRA DIST. CO OPERATIVE MILK PRODUCER'S UNION LTD. AT ANAND PROJECT : CATTLE FEED FACTORY AT KAPADWANJ GUJARAT CIVIL AND CIVIL FINISHES WORK _MOLASSES TANK UTILITY (@6000 MT CAPACITY, 2.0 nos.) Total Item No. Description Unit Quantity Rate in Rs. Amount in Rs. 14.3b Extra over 14.3a for additional kilomerer per kilometer ( one way ) km mm dia PVC conduct pipe in RCC work for concealed electrical work rmt mm thk M.S. Junction box/fan box in RCC work for electrical work no Jarri filling at all levels, including the scaffolding and applying GI mesh for the same etc. complete as directed by Engineer in charge rmt 10 Providing and fixing in position PVC pipe sleeves in retaining wall, slab, 14.7 beams, fixed in position at the time of casting including cost of approved pipe, other material required, carrying out necessary adjustment as required etc. completed, as directed by the Engineer in charge. 14.7a Do up to 150mm dia rmt b Do 151mm to 300mm dia rmt 5 Providing and laying 100mm dia 6kg/cm2 pvc pipes 150mm depth of 14.9 existing ground level by making trench as directed by Engineer in charge. rmt 10 Providing and Fixing CI rugs of 16mm dia to be fixed in RCC wall, rates to be inclusive of shuttering for tank excess and 3 coats of anti corrosive paint as per drawing and as directed by Engineer in charge. No Providing and Fixing MS heavy cover as per drawing, as per drawing and as directed by Engineer in charge Kg Puddles fixing up to 300mm dia., material to be supplied by client no Dismantling old/new work with labour, tools and machinery and cart away material up to 100 meter lead, including reinforcement cutting a 9" / 4½" thick brick wall with plaster cum b RCC beam/ column etc cum c RCC slab / wall etc cum d RCC floor slab cum e Kota/ceramic/glazing flooring Sqm f Sub base Sqm Labour charges for per day of 8 hrs. working time : 14.17a Unskilled Labour no b Skilled Labour (mason, carpenter, fitter, welder, painter, fabricator,, plumber, electrician etc no. 50 TOTAL FOR SECTION TOTAL FOR SECTIONS 1 TO 14 Boq_9 of 9

301 BOQ FOR ELECTRIFICATION WORK OF MOLASSES TANK AREA SUMMARY SR NO. Description Estimate (Rs) Amount (Rs) 1 Distribution Board Cable Trench MV Cabling Cable Termination Cable Tray Internal Wiring Light Fixtures and Fans Earthing Miscellaneous - - Total For Electrical Works - - Net Total Electrical Works

302 CATTLE FEED PLANT AT KAPADVANJ BOQ FOR ELECTRIFICATION WORK OF MOLASSES TANK AREA SECTION -C2 Sr. No. Item Description Unit Rate (Rs) Total Quantity Amount (Rs) 1.0 Distribution Board Supplying, assembling, grouting, levelling, installation, Connecting & testing D.B of specified make but without MCB / ELMCB/MCCB/ SPD etc. with all internal bus bar as per requirement. 1.1 TPN Distribution Board : Supplying, erecting, testing and commissioning of only TPN D.B. with space for FPMCB as incoming and space for DPELMCB and 8 SPMCB as outgoing per phase (i.e. 12 way TPN D.B.) eqequivalent to MDS cat no with 12 way 1.2 SPN Distribution Board Supplying, erecting, testing and commissioning of SPN D.B. suitable for outdoor mounting IP 65 with space for DPMCB as incoming and 2 SPMCB as outgoing (i.e. 4 way SPN D.B.) equivalent to Hensel make cat no. KV 7104 No No MCB 's and its Accessories Supplying, Assembling, levelling, connecting & testing following MCB / ELMCB / Isolators etc in boards as specified in 2.1 & to 32 A SP MCB No A DP ELMCB(ELCB+MCB) (30mA) No A FP MCB No Blank Plates No Caution Board : Caution boards of size 100 x 100 mm. to be supplied & fixed on the D.B. No Sub Total Cable Trench Excavation and back filling of cable trenches required for laying the cables directly buried in the ground. This includes supplying and providing cable markers at an interval of 10 meters. The depth and the width shall be as per requirement. Supplying and spreading fine sand for a thickness of 100 mm. and providing and laying bricks for protection on cable on all the three sides. Sub Total Cu. Mtr RMt Cables Supply, testing and Laying XLPE steel/gi wire/flat armoured cable of 1100 V grade of Copper/Alluminium Conductor of 3.1 following sizes in ready made trench or mounted on wall with necessary clamping arrangement or in pre-laid RCC hume pipe with necessary cable identification mark to be provided at distance of 25 mt. The vertical cable on wall shall be drawn Copper Cables sq.mm x 4 c Cu. cable Mtr sq.mm x 3 c Cu. cable Mtr HEAT / FIRE RESISTANT COATING OF CABLE Supply and application of intumescent based coating on cables/ cable tray using CP 678 firestop cable coating of HILTI make or equivalent.the coating shall have a density in the range of 1.2 to 1.4 Kg/ L. The coating shall be non-toxic, Mtr 1.00 asbestos and halogen free and shall have good mechanical strength. The coating shall comply with IEC 332 part 3 (1992). (Up to 25 mm. diameter of Cable) Sub Total Cable Termination BOQ Page 1

303 CATTLE FEED PLANT AT KAPADVANJ Sr. No. Item Description Unit Rate (Rs) Total Quantity Amount (Rs) Supplying & fixing single compression type Brass glands (single compression for indoor application and double 4.1 compression for outdoor applications) & making joint with necessary bi metallic crimping socket of long nack type connecting the same to various equipment/panel/db etc. for Copper(Cu.) Cables sq.mm x 4 c Cu. cable no sq.mm x 3 c Cu. cable no 2.00 Sub Total Cable Tray 5.1 Supply & Installation of hot dip GI ladder type cable tray with all accessories like Anchor fastener, coupler, GI nut bolts, bend, tee, reducer etc as per specification and drawings complete with all required hardware : x 50 made out of 2 mm thick Mtr x 50 made out of 2 mm thick Mtr QR 5.2 Supply & Installation of hot dip GI Perforated type cable tray with all accessories like Anchor Fastener, coupler, GI nut bolts, bend, tee, reducer etc as per specification and drawings complete with all required hardware : x 50 made out of 2 mm thick RMt QR x 50 made out of 2 mm thick RMt QR Supplying, fabricating and installation of various sizes 5.3 clamps for cable tray supports using available M.S. sections & rod as per drawings or instructions of engineer in charge or consultant including applying zinc chromate yellow oxide and two to three coats of required enamel paints with anchor fasteners etc. Kg Supplying, fabricating and installation of various sizes MS race way / junction boxes/clamps/hangers for light fixtures/ for cable trays etc made out of 14 gauge sheet/angle/flat/rod/ channel/box section etc with all necessary accessories like bend, junction boxes, coupler, supporting clamps, elbows, hardware, anchor fasteners etc All the necessary fabrication required will be included in the scope of contractor. Scope also includes two coat of primer and two coat of paining of each items on all the sides complete in all respect. Sub Total Internal Wiring Wiring of points to be done in open/concealed manner in 25 mm dia medium gauge Rigid PVC FRLS pipe. Wiring shall be done with FRLS type copper flexible wire of 650V/1100V. Separate pipe should be taken for circuit mains. Nos of ciruit 6.1 of the same phases may be taken in same conduit (maximum 2 ckts).the circuit shall be laid in 25/40 mm dia medium gauge rigid PVC FRLS pipe. The point rate shall include all the necessary piping and wiring from sub panel / Distribution board to switch board & switch board to the batten holder / The wiring shall be done as per relevant prevailing standard. The looping of the wiring should be done in the switch boxes or light and fan point outlet boxes to avoid the junction boxes. The junction boxes and switch boxes for the ceiling light point, fan point etc shall be minimum 60/75 deep. All the necessary jarry in brick plastered walls should be done with machine cutter only, also jarry should be filled with cement, sand and wire mesh as required, the material cost for rough finish shall be included in point rate. Whenever pipes are required to be laid in flooring shall be of heavy guage.wiring should be done as per distribtion details. Each circuit should For Light Points /fan point/ wall fan / 6A 3 Pin Plug controlled by Switch Kg BOQ Page 2

304 CATTLE FEED PLANT AT KAPADVANJ Sr. No. Item Description Unit Rate (Rs) Total Quantity Amount (Rs) - DB to SB - 2.5sqmm for Phase & Neutral & 1.5 sqmm for Earth - SB to Point sqmm for Phase & Neutral & Earth For Light Points controlled by SP MCB DB (MCB) to Light Point - 2.5sqmm for Phase & Neutral & 1.5 sqmm for Earth Light Point to Light Point (Loop Light Point) sqmm for Phase & Neutral & 1.5 sqmm for Earth For 6A plug point sqmm for Phase, Neutral & Earth For 6/10/16A general purpose plug point sqmm for Phase, Neutral & 1.5 sq. mm Earth For 16A plug point for A/C and Geyser - 4 sqmm for Phase, Neutral & 2.5 sq. mm Earth For 10A metal clad plug point 4 sqmm for Phases, Neutral & 2.5 sq. mm Earth No zarry will be allowed in expose brick work. The conduit shall be provided when the walls are under construction. The pipes in slab shall be laid before the slab is casted One light point controlled by one single way 6 A switch. No Loop light point controlled by same switch same as No Wiring for the following light points with 2.5 sq.mm PVC insulated copper conductor (Phase & Neutral) 1100 volts grade stranded flexible FRLS wires of approved make in open/concealed manner 25mm dia. medium gauge FRLS PVC conduit as per IS 9537 part-3 with 1.5 sq.mm PVC insulated copper conductor (Earth) stranded flexible "FRLS" wire. One light point controlled by one SP MCB rate of light point does not include cost of MCB. No. QR Loop light point controlled by same SP MCB same as No. QR One light point controlled by two, two way 6 A switch No One ceiling fan outlet point controlled by one 6 A switch and hum free electronic type step regulator. No One 6 A x 5 pin 250 Volt socket outlet point controlled by one 6 A switch located on switch board. No A x 5 pin 250 Volt switched socket outlet point at convenient location. No. QR /16 A x 250 V switch socket point on one switch box with 2.5 sqmm flexible wires and phase and neutral and 1.5 sq nm flexible Cu. wire as earth wire. The rate should include conduiting Upto DB. (Rate includes cost of wiring & piping) No /16A x 250 Volt switched socket outlet point for A.C./Geyser with 4 sq.mm wire for phase and neutral & 2.5 sq.mm earth wire.(rate includes cost of wiring & piping) No. QR /16A x 250 Volt switched socket outlet point for outside with 4 sq.mm wire for phase and neutral & 2.5 sq.mm earth wire.(outdoor type)(rate includes cost of wiring & piping) Exhaust fan outlet point with 6A 5 pin socket controlled by one 5amp single way switch located at different location.(rate includes cost of wiring & piping) 10A x 250V Metal clad socket outlet point with 10 Amp. SPMCB. (Rate includes cost of wiring & piping) 20 A x 250 Volt metal clad socket outlet point with 20 Amp. SPMCB. No No No No. QR BOQ Page 3

305 CATTLE FEED PLANT AT KAPADVANJ Sr. No. Item Description Unit Rate (Rs) Total Quantity Amount (Rs) 32 A x 415 V plug & socket with interlocked switched socket, FP MCB and surface mounting box IP 66 with DIN rail for module equivalent to legrand make Cat no but without cost of wiring and piping. Buzzer point controlled by Bell push with modular type buzzer same make as switch Bell point controlled by Bell push switch with bell of approved make. SITC computer power supply point with 2 nos of 6 amp 5 pin plugs with 1 no. of 16 Amp. Plug with 1 no 16 A Switch with indicator & wiring of computer point. 6.2 MAINS : The mains is considered from the meter/sub panel to the individual distribution boards Supplying and Providing mains with 4 nos. of 6 sq mm Cu. PVC insulated flexible wire with ISI and FIA approval for 650 V/ 1100 V and 2 nos 2.5 sqmm Cu. PVC insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI and FIA approval with all necessary accessories. Supplying and Providing mains with 4 nos. of 4 sq mm Cu. PVC insulated flexible wire with ISI and FIA approval for 650 V/ 1100 V and 2 nos 2.5 sqmm Cu. PVC insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI and FIA approval with all necessary accessories. Supplying and Providing mains with 2 nos. of 4 sq mm & 1 no. 2.5 sq mm Cu. PVC insulated flexible wire with ISI and FIA approval for 650 V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI and Supplying and Providing mains with 3 nos. of 2.5 sq mm Cu. PVC insulated flexible wire with ISI and FIA approval for V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI and FIA approval with all Supplying and Providing mains with 3 nos. of 1.5 sq mm Cu. PVC insulated flexible wire with ISI and FIA approval for V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI and FIA approval with all Sub Total Light Fixtures & Fans Supplying, erecting, connecting, testing and commissioning of Following type Light Fixture with all necessary Hardware, Internal Wiring with Lamp, Ballast etc. all required 7.1 accessories Complete in all respect. Cost includes wiring from outlet point to light fixtures and also wiring from first light fixtures to second light fixtures wherever provided on back to Any kind of light fixture type - A with lamp with basic rate of Rs 1250/- (Up to Rs.2000) Any kind of light fixture type - B with lamp with basic rate of Rs 2500/- (Above Rs up to Rs.4000) Any kind of light fixture type - C with lamp with basic rate of Rs 4050/- (Above Rs up to Rs.6000) Any kind of light fixture type - D with lamp with basic rate of Rs 15000/- (Above Rs onwards) Supplying & Erecting automatic emergency light with maintenance free battery for 20 watts tube. With Exide make Supply, Installation, testing and commissioning following 7.2 sizes ceiling Fans without fan regulator. No. QR No. QR No. QR No. QR RMt QR RMt QR RMt RMt RMt No No No No No BOQ Page 4

306 CATTLE FEED PLANT AT KAPADVANJ Sr. No. Item Description Unit Rate (Rs) Total Quantity Amount (Rs) " Dia Sweep Ceiling Fan with Fan Hook as per approved color & equivalent to Crompton make high speed type... Additional fan rod made out of 10 gauge GI pipe with all necessary painted and required accessories for fan suspension. Supply, Installation, testing and commissioning of following sizes Exhaust Fans of approved make Heavy duty 305 mm. diameter propeller exhaust fans single phase 1400 RPM. Heavy duty 450 mm. diameter propeller exhaust fans single phase 1400 RPM. With M.S. louver shutter of the exhaust fan Sub Total Earthing 8.1 Providing earthing stations for equipment earthing as shown and specified in drawing for equipment complete with : No. QR No. QR No. QR No Mtr long Copper Bonded Earth Rod 10' x 5/8" made from high tensile low carbon steel and each rod should molecularly bonding 99.9% + 30Kg RESLO Earthing. LPI pure electrolytic copper to the low carbon steel core in accordance with national and international standards such as BS6651, BS7430 and UL467. LPI's Resistance Lowering Compound (RESLO-20Kg) comprises specifically selected compounds, which possess excellent electrical conductivity. Equivalent to Model: LPI 3Mtr CBR+ 20 Kg GRESLO. 8.2 Earth wire/strips : No Supply and laying cu. earthing required size strips for interconnecting the earthing stations, panels, DB's etc. in built up trenches, on walls/ceiling, buried in ground generally as specified and shown on drawings complete with : a) Fixing accessories. b) Corrosion protection of buried conductors with bituminous coating and covered with PVC tapes No.8 gauge bare cu. earth wire RMt No.8 gauge bare G.I. earth wire (8 Guage x dia) RMt x 3 mm cu. Strip RMt Earth Link : 38mm x 6 mm 1ft Long Cu.earth link fixed by necessary screws on wall. No Sub Total Miscellaneous 9.1 PVC PIPES Supplying and laying following sizes PVC pipe of approved make in open / recess manner including execavation and back filling (if required) as per layout and drawing and refilling the trenches etc. complete as directed Heavy gauge pipe in Open / Concealed manner minimum 25 mm dia with GI pulling wire. Heavy gauge pipe in Open / Concealed manner minimum 32 mm dia with GI pulling wire. Heavy gauge pipe in Open / Concealed manner minimum 40 mm dia with GI pulling wire. Heavy gauge pipe in Open / Concealed manner minimum 50 mm dia. Heavy gauge pipe in Open / Concealed manner minimum 75 mm dia. Sub Total Rmtr Rmtr QR Rmtr Rmtr Rmtr QR BOQ Page 5

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