INVITATION TO BID. Construction of Kars Kağızman Livestock Market Ardahan Kars Artvin Development Project. Turkey

Transcription

1 INVITATION TO BID Construction of Kars Kağızman Livestock Market Ardahan Kars Artvin Development Project Turkey REF: UNDP-TUR-ITB-PROJ(AKADP)2017/03 United Nations Development Programme April, 2017

2 Section 1. Letter of Invitation Ankara, 20 April 2017 Dear Mr./Ms.: Construction of Kars KagIzman Livestock Market The United Nations Development Programme (UNDP) hereby invites you to submit a Bid to this Invitation to Bid (ITB) for the above-referenced subject. This ITB includes the following documents: Section I This Letter of Invitation Section 2 Instructions to Bidders (including Data Sheet) Section 3 - Minimum Qualification Requirements (Pass/Fail Criteria) Section 4 - Schedule ofrequirements and Technical Specifications Section 5 Bid Submission Form Section 6 - Documents Establishing the Eligibility and Qualifications ofthe Bidder Section 7 - Technical Bid Form Section 8 Price Schedule Form Section 9 - Form for Bid Security Section 10- Form for Performance Security Section II - Contract to be Signed, including General Terms and Conditions Section 12 - Project Drawings Your offer, comprising ofa Technical Bid and Price Schedule, together in a sealed envelope, should be submitted in accordance with Section 2. You are kindly requested to submit an acknowledgment letter to UNDP to the following address: United Nations Development Programme Birlik Mah. Katar Cad. No: II Cankaya/Ankara/Turkey Attention: Gliray Balaban The letter should be received by UNDP no later than hours local time 04 May The same letter should advise whether your company intends to submit a Bid. If that is not the case, UNDP would appreciate your indicating the reason, for our records. If you have received this ITB through a direct invitation by UNDP, transferring this invitation to another firm requires notifying UNDP accordingly. Should you require any clarification, kindly communicate with the contact person identified in the attached Data Sheet as the focal point for queries on this ITB. UNDP looks forward to receiving your Bid and thanks you in procurement opportunities, a ce for your interest in UNDP ITB for Construction of Kugrzman Livestock Market (AKADP)

3 Section 2: Instruction to Bidders Definitions a) Bid refers to the Bidder s response to the Invitation to Bid, including the Bid Submission Form, Technical Bid and Price Schedule and all other documentation attached thereto as required by the ITB. b) Bidder refers to any legal entity that may submit, or has submitted, a Bid for the supply of goods and provision of related services requested by UNDP. c) Contract refers to the legal instrument that will be signed by and between the UNDP and the successful Bidder, all the attached documents thereto, including the General Terms and Conditions (GTC) and the Appendices. d) Country refers to the country indicated in the Data Sheet. e) Data Sheet refers to such part of the Instructions to Bidders used to reflect conditions of the tendering process that are specific for the requirements of the ITB. f) Day refers to calendar day. g) Goods refer to any tangible product, commodity, article, material, wares, equipment, assets or merchandise that UNDP requires under this ITB. h) Government refers to the Government of the country where the goods and related services provided/rendered specified under the Contract will be delivered or undertaken. i) Instructions to Bidders refers to the complete set of documents which provides Bidders with all information needed and procedures to be followed in the course of preparing their Bid j) ITB refers to the Invitation to Bid consisting of instructions and references prepared by UNDP for purposes of selecting the best supplier or service provider to fulfil the requirement indicated in the Schedule of Requirements and Technical Specifications. k) LOI (Section 1 of the ITB) refers to the Letter of Invitation sent by UNDP to Bidders. l) Material Deviation refers to any contents or characteristics of the bid that is significantly different from an essential aspect or requirement of the ITB, and (i) substantially alters the scope and quality of the requirements; (ii) limits the rights of UNDP and/or the obligations of the offeror; and (iii) adversely impacts the fairness and principles of the procurement process, such as those that compromise the competitive position of other offerors. m) Schedule of Requirements and Technical Specifications refers to the document included in this ITB as Section 3 which lists the goods required by UNDP, their specifications, the related services, activities, tasks to be performed, and other information pertinent to UNDP s receipt and acceptance of the goods. n) Services refers to the entire scope of tasks related or ancillary to the completion or delivery of the goods required by UNDP under the ITB. o) Supplemental Information to the ITB refers to a written communication issued by UNDP to ITB for Construction of Kağızman Livestock Market (AKADP) 3 / 135

4 prospective Bidders containing clarifications, responses to queries received from prospective Bidders, or changes to be made in the ITB, at any time after the release of the ITB but before the deadline for the submission of Bid. A. GENERAL 1. UNDP hereby solicits Bids as a response to this Invitation to Bid (ITB). Bidders must strictly adhere to all the requirements of this ITB. No changes, substitutions or other alterations to the rules and provisions stipulated in this ITB may be made or assumed unless it is instructed or approved in writing by UNDP in the form of Supplemental Information to the ITB. 2. Submission of a Bid shall be deemed as an acknowledgement by the Bidder that all obligations stipulated by this ITB will be met and, unless specified otherwise, the Bidder has read, understood and agreed to all the instructions in this ITB. 3. Any Bid submitted will be regarded as an offer by the Bidder and does not constitute or imply the acceptance of any Bid by UNDP. UNDP is under no obligation to award a contract to any Bidder as a result of this ITB. 4. UNDP implements a policy of zero tolerance on proscribed practices, including fraud, corruption, collusion, unethical practices, and obstruction. UNDP is committed to preventing, identifying and addressing all acts of fraud and corrupt practices against UNDP as well as third parties involved in UNDP activities. (See ne_2011.pdf and for full description of the policies) 5. In responding to this ITB, UNDP requires all Bidders to conduct themselves in a professional, objective and impartial manner, and they must at all times hold UNDP s interests paramount. Bidders must strictly avoid conflicts with other assignments or their own interests, and act without consideration for future work. All Bidders found to have a conflict of interest shall be disqualified. Without limitation on the generality of the above, Bidders, and any of their affiliates, shall be considered to have a conflict of interest with one or more parties in this solicitation process, if they: 5.1 Are, or have been associated in the past, with a firm or any of its affiliates which have been engaged UNDP to provide services for the preparation of the design, Schedule of Requirements and Technical Specifications, cost analysis/estimation, and other documents to be used for the procurement of the goods and related services in this selection process; 5.2 Were involved in the preparation and/or design of the programme/project related to the goods and related services requested under this ITB; or 5.3 Are found to be in conflict for any other reason, as may be established by, or at the discretion of, UNDP. In the event of any uncertainty in the interpretation of what is potentially a conflict of interest, Bidders must disclose the condition to UNDP and seek UNDP s confirmation on whether or not such conflict exists. 6. Similarly, the following must be disclosed in the Bid : 6.1 Bidders who are owners, part-owners, officers, directors, controlling shareholders, or key personnel who are family of UNDP staff involved in the procurement functions and/or the Government of the country or any Implementing Partner receiving the goods and related services under this ITB; and ITB for Construction of Kağızman Livestock Market (AKADP) 4 / 135

5 6.2 Others that could potentially lead to actual or perceived conflict of interest, collusion or unfair competition practices. Failure of such disclosure may result in the rejection of the Bid. 7. The eligibility of Bidders that are wholly or partly owned by the Government shall be subject to UNDP s further evaluation and review of various factors such as being registered as an independent entity, the extent of Government ownership/share, receipt of subsidies, mandate, access to information in relation to this ITB, and others that may lead to undue advantage against other Bidders, and the eventual rejection of the Bid. 8. All Bidders must adhere to the UNDP Supplier Code of Conduct, which may be found at this link: B. CONTENTS OF BID 9. Sections of Bid Bidders are required to complete, sign and submit the following documents: 9.1 Bid Submission Cover Letter Form (see ITB Section 4); 9.2 Documents Establishing the Eligibility and Qualifications of the Bidder (see ITB Section 5); 9.3 Price Schedule (see prescribed form in ITB Section 6); 9.4 Bid Security, if applicable (if required and as stated in the DS nos. 9-11, see prescribed Form in ITB Section 7); 9.5 Any attachments and/or appendices to the Bid (including all those specified under the Data Sheet) 10. Clarification of Bid 10.1 Bidders may request clarification of any of the ITB documents no later than the number of days indicated in the Data Sheet (DS no. 16) prior to the Bid submission date. Any request for clarification must be sent in writing via courier or through electronic means to the UNDP address indicated in the Data Sheet (DS no. 17). UNDP will respond in writing, transmitted by electronic means and will transmit copies of the response (including an explanation of the query but without identifying the source of inquiry) to all Bidders who have provided confirmation of their intention to submit a Bid UNDP shall endeavor to provide such responses to clarifications in an expeditious manner, but any delay in such response shall not cause an obligation on the part of UNDP to extend the submission date of the Bid, unless UNDP deems that such an extension is justified and necessary. 11. Amendment of Bid 11.1 At any time prior to the deadline for submission of Bid, UNDP may for any reason, such as in response to a clarification requested by a Bidder, modify the ITB in the form of a Supplemental Information to the ITB. All prospective Bidders will be notified in writing of all changes/amendments and additional instructions through Supplemental Information to the ITB and through the method specified in the Data Sheet (DS No. 18) In order to afford prospective Bidders reasonable time to consider the amendments in ITB for Construction of Kağızman Livestock Market (AKADP) 5 / 135

6 preparing their Bid, UNDP may, at its discretion, extend the deadline for submission of Bid, if the nature of the amendment to the ITB justifies such an extension. C. PREPARATION OF BID 12. Cost The Bidder shall bear any and all costs related to the preparation and/or submission of the Bid, regardless of whether its Bid was selected or not. UNDP shall in no case be responsible or liable for those costs, regardless of the conduct or outcome of the procurement process. 13. Language The Bid, as well as any and all related correspondence exchanged by the Bidder and UNDP, shall be written in the language (s) specified in the Data Sheet (DS No. 4). Any printed literature furnished by the Bidder written in a language other than the language indicated in the Data Sheet, must be accompanied by a translation in the preferred language indicated in the Data Sheet. For purposes of interpretation of the Bid, and in the event of discrepancy or inconsistency in meaning, the version translated into the preferred language shall govern. Upon conclusion of a contract, the language of the contract shall govern the relationship between the contractor and UNDP. 14. Bid Submission Form The Bidder shall submit the Bid Submission Form using the form provided in Section 4 of this ITB. 15. Technical Bid Format and Content Unless otherwise stated in the Data Sheet (DS no. 28), the Bidder shall structure the Technical Bid as follows: 15.1 Expertise of Firm/Organization this section should provide details regarding management structure of the organization, organizational capability/resources, and experience of organization/firm, the list of projects/contracts (both completed and ongoing, both domestic and international) which are related or similar in nature to the requirements of the ITB, manufacturing capacity of plant if Bidder is a manufacturer, authorization from the manufacturer of the goods if Bidder is not a manufacturer, and proof of financial stability and adequacy of resources to complete the delivery of goods and provision of related services required by the ITB (see ITB Clause 18 and DS No. 26 for further details). The same shall apply to any other entity participating in the ITB as a Joint Venture or Consortium Technical Specifications and Implementation Plan this section should demonstrate the Bidder s response to the Schedule of Requirements and Technical Specifications by identifying the specific components proposed; how each of the requirements shall be met point by point; providing a detailed specification and description of the goods required, plans and drawings where needed; the essential performance characteristics, identifying the works/portions of the work that will be subcontracted; a list of the major subcontractors, and demonstrating how the bid meets or exceeds the requirements, while ensuring appropriateness of the bid to the local conditions and the rest of the project operating environment during the entire life of the goods provided. Details of technical bid must be laid out and supported by an Implementation Timetable, including Transportation and Delivery Schedule where needed, that is within the duration of the contract as specified in the Data Sheet (DS nos. 29 and 30). ITB for Construction of Kağızman Livestock Market (AKADP) 6 / 135

7 Bidders must be fully aware that the goods and related services that UNDP require may be transferred, immediately or eventually, by UNDP to the Government partners, or to an entity nominated by the latter, in accordance with UNDP s policies and procedures. All bidders are therefore required to submit the following in their bids : a) A statement of whether any import or export licences are required in respect of the goods to be purchased or services to be rendered, including any restrictions in the country of origin, use or dual use nature of the goods or services, including any disposition to end users; b) Confirmation that the Bidder has obtained license of this nature in the past, and have an expectation of obtaining all the necessary licenses, should their bid be rendered the most responsive; and c) Complete documentation, information and declaration of any goods classified or may be classified as Dangerous Goods Management Structure and Key Personnel This section should include the comprehensive curriculum vitae (CVs) of key personnel that will be assigned to support the implementation of the technical bid, clearly defining their roles and responsibilities. CVs should establish competence and demonstrate qualifications in areas relevant to the requirements of this ITB. In complying with this section, the Bidder assures and confirms to UNDP that the personnel being nominated are available to fulfil the demands of the Contract during its stated full term. If any of the key personnel later becomes unavailable, except for unavoidable reasons such as death or medical incapacity, among other possibilities, UNDP reserves the right to render the Bid non-responsive. Any deliberate substitution of personnel arising from unavoidable reasons, including delay in the implementation of the project of programme through no fault of the Bidder, shall be made only with UNDP s acceptance of the justification for substitution, and UNDP s approval of the qualification of the replacement who shall be either of equal or superior credentials as the one being replaced Where the Data Sheet requires the submission of the Bid Security, the Bid Security shall be included along with the Technical Bid. The Bid Security may be forfeited by UNDP, and reject the Bid, in the event of any or any combination of the following conditions: 16. Price Schedule a) If the Bidder withdraws its offer during the period of the Bid Validity specified in the Data Sheet (DS no. 11), or; b) If the Bid Security amount is found to be less than what is required by UNDP as indicated in the Data Sheet (DS no. 9), or; c) In the case the successful Bidder fails: i. to sign the Contract after UNDP has awarded it; ii. to comply with UNDP s variation of requirement, as per ITB Clause 35; or iii. to furnish Performance Security, insurances, or other documents that UNDP may require as a condition to rendering effective the contract that may be awarded to the Bidder. The Price Schedule shall be prepared using the attached standard form (Section 6). It shall list all major cost components associated with the goods and related services, and the detailed breakdown of such costs. All goods and services described in the Technical Bid must be priced separately on a one-to-one correspondence. Any output and activities described in the ITB for Construction of Kağızman Livestock Market (AKADP) 7 / 135

8 Technical Bid but not priced in the Price Schedule, shall be assumed to be included in the prices of the items or activities, as well as in the final total price of the bid. 17. Currencies All prices shall be quoted in the currency indicated in the Data Sheet (DS no. 15). However, where Bids are quoted in different currencies, for the purposes of comparison of all Bid: 17.1 UNDP will convert the currency quoted in the Bid into the UNDP preferred currency, in accordance with the prevailing UN operational rate of exchange on the last day of submission of Bid; and 17.2 In the event that the Bid found to be the most responsive to the ITB requirement is quoted in another currency different from the preferred currency as per Data Sheet (DS no. 15), then UNDP shall reserve the right to award the contract in the currency of UNDP s preference, using the conversion method specified above. 18. Documents Establishing the Eligibility and Qualifications of the Bidder 18.1 The Bidder shall furnish documentary evidence of its status as an eligible and qualified vendor, using the forms provided under Section 5, Bidder Information Forms. In order to award a contract to a Bidder, its qualifications must be documented to UNDP s satisfactions. These include, but are not limited to the following: a) That, in the case of a Bidder offering to supply goods under the Contract which the Bidder did not manufacture or otherwise produce, the Bidder has been duly authorized by the goods manufacturer or producer to supply the goods in the country of final destination; b) That the Bidder has the financial, technical, and production capability necessary to perform the Contract; and c) That, to the best of the Bidder s knowledge, it is not included in the UN 1267 List or the UN Ineligibility List, nor in any and all of UNDP s list of suspended and removed vendors Bids submitted by two (2) or more Bidders shall all be rejected by UNDP if they are found to have any of the following: a) they have at least one controlling partner, director or shareholder in common; or b) any one of them receive or have received any direct or indirect subsidy from the other/s; or c) they have the same legal representative for purposes of this ITB; or d) they have a relationship with each other, directly or through common third parties, that puts them in a position to have access to information about, or influence on the Bid of, another Bidder regarding this ITB process; e) they are subcontractors to each other s bid, or a subcontractor to one bid also submits another Bid under its name as lead Bidder; or f) an expert proposed to be in the bid of one Bidder participates in more than one Bid received for this ITB process. This condition does not apply to subcontractors being included in more than one Bid. 19. Joint Venture, Consortium or Association If the Bidder is a group of legal entities that will form or have formed a joint venture, consortium or association at the time of the submission of the Bid, they shall confirm in their Bid that : (i) they have designated one party to act as a lead entity, duly vested with authority to legally bind the members of the joint venture jointly and severally, and this shall be duly evidenced by a ITB for Construction of Kağızman Livestock Market (AKADP) 8 / 135

9 duly notarized Agreement among the legal entities, which shall be submitted along with the Bid; and (ii) if they are awarded the contract, the contract shall be entered into, by and between UNDP and the designated lead entity, who shall be acting for and on behalf of all entities that comprise the joint venture. After the bid has been submitted to UNDP, the lead entity identified to represent the joint venture shall not be altered without the prior written consent of UNDP. Furthermore, neither the lead entity nor the member entities of the joint venture can: a) Submit another Bid, either in its own capacity; nor b) As a lead entity or a member entity for another joint venture submitting another Bid. The description of the organization of the joint venture/consortium/association must clearly define the expected role of each of the entity in the joint venture in delivering the requirements of the ITB, both in the bid and in the Joint Venture Agreement. All entities that comprise the joint venture shall be subject to the eligibility and qualification assessment by UNDP. Where a joint venture is presenting its track record and experience in a similar undertaking as those required in the ITB, it should present such information in the following manner: a) Those that were undertaken together by the joint venture; and b) Those that were undertaken by the individual entities of the joint venture expected to be involved in the performance of the services defined in the ITB. Previous contracts completed by individual experts working privately but who are permanently or were temporarily associated with any of the member firms cannot be claimed as the experience of the joint venture or those of its members, but should only be claimed by the individual experts themselves in their presentation of their individual credentials. If the Bid of a joint venture is determined by UNDP as the most responsive Bid that offers the best value for money, UNDP shall award the contract to the joint venture, in the name of its designated lead entity, who shall sign the contract for and on behalf of all the member entities. 20. Alternative Bid Unless otherwise specified in the Data Sheet (DS nos. 5 and 6), alternative bid shall not be considered. Where the conditions for its acceptance are met, or justifications are clearly established, UNDP reserves the right to award a contract based on an alternative bid. 21. Validity Period 21.1 Bid shall remain valid for the period specified in the Data Sheet (DS no. 8), commencing on the submission deadline date also indicated in the Data Sheet (DS no. 21). A Bid valid for a shorter period shall be immediately rejected by UNDP and rendered nonresponsive In exceptional circumstances, prior to the expiration of the Bid validity period, UNDP may request Bidders to extend the period of validity of their Bid. The request and the responses shall be made in writing, and shall be considered integral to the Bid. 22. Bidder s Conference When appropriate, a Bidder s conference will be conducted at the date, time and location specified in the Data Sheet (DS no. 7). All Bidders are encouraged to attend. Non-attendance, however, shall not result in disqualification of an interested Bidder. Minutes of the Bidder s ITB for Construction of Kağızman Livestock Market (AKADP) 9 / 135

10 conference will be either posted on the UNDP website, or disseminated to the individual firms who have registered or expressed interest with the contract, whether or not they attended the conference. No verbal statement made during the conference shall modify the terms and conditions of the ITB unless such statement is specifically written in the Minutes of the Conference, or issued/posted as an amendment in the form of a Supplemental Information to the ITB. D. SUBMISSION AND OPENING OF BID 23. Submission 23.1 The Technical Bid and the Price Schedule must be submitted together and sealed together in one and the same envelope, delivered either personally, by courier, or by electronic method of transmission. If submission will not be done by electronic means, the Technical Bid and Price Schedule must be sealed together in an envelope whose external side must : a) Bear the name of the Bidder; b) Be addressed to UNDP as specified in the Data Sheet (DS no.20); and c) Bear a warning not to open before the time and date for Bid opening as specified in the Data Sheet (DS no. 24). If the envelope is not sealed nor labeled as required, the Bidder shall assume the responsibility for the misplacement or premature opening of Bid due to improper sealing and labeling by the Bidder Bidders must submit their Bid in the manner specified in the Data Sheet (DS nos. 22 and 23). When the Bid is expected to be in transit for more than 24 hours, the Bidder must ensure that sufficient lead time has been provided in order to comply with UNDP s deadline for submission. UNDP shall indicate for its record that the official date and time of receiving the Bid is the actual date and time when the said Bid has physically arrived at the UNDP premises indicated in the Data Sheet (DS no. 20) Bidders submitting Bid by mail or by hand shall enclose the original and each copy of the Bid, in separate sealed envelopes, duly marking each of the envelopes as Original Bid and the others as Copy of Bid. The two envelopes, consisting of original and copies, shall then be sealed in an outer envelope. The number of copies required shall be as specified in the Data Sheet (DS no. 19). In the event of any discrepancy between the contents of the Original Bid and the Copy of Bid, the contents of the original shall govern. The original version of the Bid shall be signed or initialed by the Bidder or person(s) duly authorized to commit the Bidder on every page. The authorization shall be communicated through a document evidencing such authorization issued by the highest official of the firm, or a Power of Attorney, accompanying the Bid Bidders must be aware that the mere act of submission of a Bid, in and of itself, implies that the Bidder accepts the General Contract Terms and Conditions of UNDP as attached hereto as Section Deadline for Submission of Bid and Late Bids Bid must be received by UNDP at the address and no later than the date and time specified in the Data Sheet (DS no. 20 and 21). UNDP shall not consider any Bid that arrives after the deadline for submission of Bid. Any ITB for Construction of Kağızman Livestock Market (AKADP) 10 / 135

11 Bid received by UNDP after the deadline for submission of Bid shall be declared late, rejected, and returned unopened to the Bidder. 25. Withdrawal, Substitution, and Modification of Bid 25.1 Bidders are expected to have sole responsibility for taking steps to carefully examine in detail the full consistency of its Bid to the requirements of the ITB, keeping in mind that material deficiencies in providing information requested by UNDP, or lack clarity in the description of goods and related services to be provided, may result in the rejection of the Bid. The Bidder shall assume any responsibility regarding erroneous interpretations or conclusions made by the Bidder in the course of understanding the ITB out of the set of information furnished by UNDP A Bidder may withdraw, substitute or modify its Bid after it has been submitted by sending a written notice in accordance with ITB Clause 23, duly signed by an authorized representative, and shall include a copy of the authorization (or a Power of Attorney). The corresponding substitution or modification of the Bid must accompany the respective written notice. All notices must be received by UNDP prior to the deadline for submission and submitted in accordance with ITB Clause 23 (except that withdrawal notices do not require copies). The respective envelopes shall be clearly marked WITHDRAWAL, SUBSTITUTION, or MODIFICATION Bid requested to be withdrawn shall be returned unopened to the Bidders No Bid may be withdrawn, substituted, or modified in the interval between the deadline for submission of Bid and the expiration of the period of Bid validity specified by the Bidder on the Bid Submission Form or any extension thereof. 26. Bid Opening UNDP will open the Bid in the presence of an ad-hoc committee formed by UNDP of at least two (2) members. If electronic submission is permitted, any specific electronic Bid opening procedures shall be as specified in the Data Sheet (DS no. 23). The Bidders names, modifications, withdrawals, the condition of the envelope labels/seals, the number of folders/files and all other such other details as UNDP may consider appropriate, will be announced at the opening. No Bid shall be rejected at the opening stage, except for late submission, for which the Bid shall be returned unopened to the Bidder. 27. Confidentiality Information relating to the examination, evaluation, and comparison of Bid, and the recommendation of contract award, shall not be disclosed to Bidders or any other persons not officially concerned with such process, even after publication of the contract award. Any effort by a Bidder to influence UNDP in the examination, evaluation and comparison of the Bid or contract award decisions may, at UNDP s decision, result in the rejection of its Bid. In the event that a Bidder is unsuccessful, the Bidder may seek a meeting with UNDP for a debriefing. The purpose of the debriefing is discussing the strengths and weaknesses of the Bidder s submission, in order to assist the Bidder in improving the bid presented to UNDP. The content of other bid and how they compare to the Bidder s submission shall not be discussed. ITB for Construction of Kağızman Livestock Market (AKADP) 11 / 135

12 E. EVALUATION OF BID 28. Preliminary Examination of Bid UNDP shall examine the Bid to determine whether they are complete with respect to minimum documentary requirements, whether the documents have been properly signed, whether or not the Bidder is in the UN Security Council 1267/1989 Committee's list of terrorists and terrorist financiers, and in UNDP s list of suspended and removed vendors, and whether the Bid are generally in order, among other indicators that may be used at this stage. UNDP may reject any Bid at this stage. 29. Evaluation of Bid 29.1 UNDP shall examine the Bid to confirm that all terms and conditions under the UNDP General Terms and Conditions and Special Conditions have been accepted by the Bidder without any deviation or reservation The evaluation team shall review and evaluate the Bids on the basis of their responsiveness to the Schedule of Requirements and Technical Specifications and other documentation provided, applying the procedure indicated in the Data Sheet (DS No. 25). Absolutely no changes may be made by UNDP in the criteria after all Bids have been received UNDP reserves the right to undertake a post-qualification exercise, aimed at determining, to its satisfaction the validity of the information provided by the Bidder. Such post-qualification shall be fully documented and, among those that may be listed in the Data Sheet (DS No.33), may include, but need not be limited to, all or any combination of the following : a) Verification of accuracy, correctness and authenticity of the information provided by the bidder on the legal, technical and financial documents submitted; b) Validation of extent of compliance to the ITB requirements and evaluation criteria based on what has so far been found by the evaluation team; c) Inquiry and reference checking with Government entities with jurisdiction on the bidder, or any other entity that may have done business with the bidder; d) Inquiry and reference checking with other previous clients on the quality of performance on on-going or previous contracts completed; e) Physical inspection of the bidder s plant, factory, branches or other places where business transpires, with or without notice to the bidder; f) Testing and sampling of completed goods similar to the requirements of UNDP, where available; and g) Other means that UNDP may deem appropriate, at any stage within the selection process, prior to awarding the contract. 30. Clarification of Bid To assist in the examination, evaluation and comparison of bids, UNDP may, at its discretion, ask any Bidder to clarify its Bid. UNDP s request for clarification and the Bidder s response shall be in writing. Notwithstanding the written communication, no change in the prices or substance of the Bid shall be sought, offered, or permitted, except to provide clarification, and confirm the correction of any arithmetic errors discovered by UNDP in the evaluation of the Bid, in accordance with ITB Clause 35. ITB for Construction of Kağızman Livestock Market (AKADP) 12 / 135

13 Any unsolicited clarification submitted by a Bidder in respect to its Bid, which is not a response to a request by UNDP, shall not be considered during the review and evaluation of the Bid. 31. Responsiveness of Bid UNDP s determination of a Bid s responsiveness will be based on the contents of the Bid itself. A substantially responsive Bid is one that conforms to all the terms, conditions, and specifications of the ITB without material deviation, reservation, or omission. If a Bid is not substantially responsive, it shall be rejected by UNDP and may not subsequently be made responsive by the Bidder by correction of the material deviation, reservation, or omission. 32. Nonconformities, Reparable Errors and Omissions 32.1Provided that a Bid is substantially responsive, UNDP may waive any nonconformities or omissions in the Bid that, in the opinion of UNDP, do not constitute a material deviation. 32.2Provided that a Bid is substantially responsive, UNDP may request the Bidder to submit the necessary information or documentation, within a reasonable period of time, to rectify nonmaterial nonconformities or omissions in the Bid related to documentation requirements. Such omission shall not be related to any aspect of the price of the Bid. Failure of the Bidder to comply with the request may result in the rejection of its Bid Provided that the Bid is substantially responsive, UNDP shall correct arithmetical errors as follows: if there is a discrepancy between the unit price and the line item total that is obtained by multiplying the unit price by the quantity, the unit price shall prevail and the line item total shall be corrected, unless in the opinion of UNDP there is an obvious misplacement of the decimal point in the unit price, in which case the line item total as quoted shall govern and the unit price shall be corrected; if there is an error in a total corresponding to the addition or subtraction of subtotals, the subtotals shall prevail and the total shall be corrected; and if there is a discrepancy between words and figures, the amount in words shall prevail, unless the amount expressed in words is related to an arithmetic error, in which case the amount in figures shall prevail subject to the above If the Bidder does not accept the correction of errors made by UNDP, its Bid shall be rejected. F. AWARD OF CONTRACT 33. Right to Accept, Reject, or Render Non-Responsive Any or All Bid 33.1 UNDP reserves the right to accept or reject any Bid, to render any or all of the Bids as non-responsive, and to reject all Bids at any time prior to award of contract, without incurring any liability, or obligation to inform the affected Bidder(s) of the grounds for UNDP s action. Furthermore, UNDP is not obligated to award the contract to the lowest price offer UNDP shall also verify, and immediately reject their respective Bid, if the Bidders are ITB for Construction of Kağızman Livestock Market (AKADP) 13 / 135

14 34. Award Criteria found to appear in the UN s Consolidated List of Individuals and Entities with Association to Terrorist Organizations, in the List of Vendors Suspended or Removed from the UN Secretariat Procurement Division Vendor Roster, the UN Ineligibility List, and other such lists that as may be established or recognized by UNDP policy on Vendor Sanctions. (See otest/ Prior to expiration of the period of Bid validity, UNDP shall award the contract to the qualified and eligible Bidder that is found to be responsive to the requirements of the Schedule of Requirements and Technical Specification, and has offered the lowest price (See DS No. 32). 35. Right to Vary Requirements at the Time of Award At the time of award of Contract, UNDP reserves the right to vary the quantity of the goods and/or related services, by up to a maximum twenty five per cent (25%) of the total offer, without any change in the unit price or other terms and conditions. 36. Contract Signature Within fifteen (15) days from the date of receipt of the Contract, the successful Bidder shall sign and date the Contract and return it to UNDP. Failure of the successful Bidder to comply with the requirement of ITB Section F.3 and this provision shall constitute sufficient grounds for the annulment of the award, and forfeiture of the Bid Security if any, and on which event, UNDP may award the Contract to the Bidder with the second highest rated Bid, or call for new Bid. 37. Performance Security A performance security, if required, shall be provided in the amount and form provided in Section 9 and by the deadline indicated in the Data Sheet (DS no. 14), as applicable. Where a Performance Security will be required, the submission of the said document, and the confirmation of its acceptance by UNDP, shall be a condition for the effectivity of the Contract that will be signed by and between the successful Bidder and UNDP. 38. Bank Guarantee for Advanced Payment Except when the interests of UNDP so require, it is the UNDP s preference to make no advanced payment(s) on contracts (i.e., payments without having received any outputs). In the event that the Bidder requires an advanced payment upon contract signature, and if such request is duly accepted by UNDP, and the said advanced payment exceeds 20% of the total Bid price, or exceed the amount of USD 30,000, UNDP shall require the Bidder to submit a Bank Guarantee in the same amount as the advanced payment. A bank guarantee for advanced payment shall be furnished in the form provided in Section Vendor Protest UNDP s vendor protest procedure provides an opportunity for appeal to those persons or firms not awarded a purchase order or contract through a competitive procurement process. In the event that a Bidder believes that it was not treated fairly, the following link provides further details regarding UNDP vendor protest procedures: ITB for Construction of Kağızman Livestock Market (AKADP) 14 / 135

15 Instructions to Bidders DATA SHEET The following data for the works and related services shall complement / supplement the provisions in the Instruction to Bidders. In the case of a conflict between the Instruction to Bidders and the Data Sheet, the provisions in the Data Sheet shall prevail. DS No. Cross Ref. to Instructions Data Specific Instructions / Requirements 1 Project Title : Ardahan Kars Artvin Development Project (AKADP) 2 Title of Goods/Services/Works Required: Construction of Kars Kağızman Livestock Market 3 Country: Turkey 4 Minimum Qualifying (Pass/Fail) Criteria to determine eligibility of the bidders Minimum Qualification Requirements as Pass/Fail Criteria are given in Section 3. Bidders who do not meet all minimum qualification criteria and requirements will be disqualified and their bid will be excluded from further evaluation. 5 C.13 Language of the Bid: Language of the Bid is English. The bidder must satisfy sum (cumulative) of the following requirements; Bid security, Data Sheet No.9 and No. 10 (PF 0) Financial Resources (PF 6) Average Annual Construction Turnover (PF 7) Single Similar Work Experience 1 (PF 8) Total Similar Work Experience 2 (PF 9) 6 C.20 Conditions for Submitting Bid for Parts or sub-parts of the Total Requirements 7 C.20 Conditions for Submitting Alternative Bid 8 C.22 A pre-bid conference will be held on: 9 C.21.1 Period of Bid Validity commencing on the deadline of bid submission Not allowed Not allowed N/A 90 days 10 B.9.5 C.15.4 b) Bid Security Amount: TRY60.000,00 Bids submitted without Bid Security shall be rejected. ITB for Construction of Kağızman Livestock Market (AKADP) 15 / 135

16 Bid security must be submitted according to the Form specified in Section 9 Form for Bid Security. Required: PLEASE NOTE THAT THIS IS A MANDATORY REQUIREMENT. AT THE BID OPENING, IF THE BID SECURITY IS NOT FOUND OR THE DATE AND/OR AMOUNT ARE INAPPROPRATE TO THE BID SECURITY FORM GIVEN IN SECTION 9, SHALL BE REJECTED WITHOUT FURTHER CONSIDERATION OR EVALUATION. 11 B.9.5 Acceptable forms of Bid Security Bank Guarantee (See Section 9 for template) 12 B.9.5 C.15.4 a) Validity of Bid Security 120 days (90 days bid validity + 30 days) from the deadline of Bid submission. Bid Security of all Bidders shall be returned after the contract is signed with the successful Bidder. 13 Advanced Payment upon signing of contract Not allowed 14 Liquidated Damages To be imposed under the following conditions : In case of the Contractor s non-performance or delay in completing the civil works as required by the work programme and the duration of works set at the ITB and in the contract, 1% (one percent) of the total contract amount per week of delay shall be paid by the Contractor to UNDP, as liquidated damages. The Contractor will also ensure presence of its Engineer and Technical staffs (Site Engineer and Civil/Survey Technician) on site at all times, in line with conditions of the contract. UNDP shall deduct TRY per day for any absences its key personnel on site. Once a deduction of 10% (ten percent) of the total contract amount has been reached, UNDP may consider termination of the contract. 15 F.37 Performance Security Required: at the time of Award, not in the bidding stage. Amount: 10% of the total contract price. Performance security shall be prepared and submitted as per the ITB Section 10 Form for Performance Security. 16 C.17 C.17.2 Currency of Bid Turkish Lira (TRY) 17 B.10.1 Deadline for submitting requests for clarifications/ questions 18 B.10.1 Contact Details for submitting clarifications/questions 7 days before the deadline for bid submission. Focal Person in UNDP: Güray Balaban guray.balaban@undp.org Address: UNDP ITB for Construction of Kağızman Livestock Market (AKADP) 16 / 135

17 BM Binası Katar Cad. No: Birlik/Çankaya/Ankara/Turkey UNDP shall respond only to inquiries sent to the attention of focal person through above address. In case requests for clarification/questions are sent to UNDP through other means without the name of the focal person, UNDP shall not be responsible. 19 B.11.1 Manner of Disseminating Supplemental Information to the ITB and responses/clarifications to queries 20 D.23.3 No. of copies of Bid that must be submitted Announcement in the following web sites: Bidders shall submit 1 (one) original and 1 (one) copy of their bids. In addition to the printed original and copy of their bids, the bidders are also requested submit their bids in CD/DVD format (copies of bid documents including Excel and word documents (Price Schedule,etc.) 21 D.23.1 b) D.23.2 D C.21.1 D.24 Bid submission address Deadline of Bid Submission In case of a discrepancy between hard and soft copies of the technical price schedule, original hard copies shall prevail. UNDP Reference: UNDP-TUR-ITB-PROJ(AKADP)2017/03 BM Binası Katar Cad. No: Birlik/Çankaya/Ankara/Turkey Date : Time : 17:00 hrs, local time The proposers shall make all arrangements and controls to ensure that their proposals are physically delivered to UN House, address of which is given in this ITB by the stated deadline. The proposers are free to make arrangements either for physical dispatch of their proposal or through courier companies, at their own risk. UNDP shall not be responsible for any late physical delivery of the proposals to UN House due to potential delays in courier companies, working/non-working days, official holidays, strikes, etc. Physical dispatch of the proposals to UN House is possible as there is a 7days/24hrs working security desk that will issue delivery receipts. Late proposals shall be rejected and returned unopened. 23 D.23.2 Manner of Submitting Bid Courier/Hand Delivery to UN House, address of which is given above. 24 D.23.2 D.26 Conditions and Procedures for electronic submission and opening, if allowed N/A 25 D.23.1 c) Date, time and venue for opening of Bid 10:30 12 May, 2017 ITB for Construction of Kağızman Livestock Market (AKADP) 17 / 135

18 UNDP UN House - Katar Cad. No: Birlik/Çankaya/Ankara/Turkey 26 Award and Evaluation method to be used in selecting the most responsive Bid The bid will be evaluated separately in three steps; I. Non-Discretionary Pass/Fail Criteria on the basis of Minimum Qualification Requirements II. Compliance of the Technical Bid including the key personnel and work programme requirements III. Lowest price offer of eligible technically qualified/responsive Bid 27 C.15.1 Required Documents that should be Submitted to Establish Qualification of Bidders Section 5 - Bid Submission Form (Original) Section 6 - Documents Establishing the Eligibility and Qualifications of the Bidder (Attachments to be submitted in this section can be in copy meanwhile UNDP reserves the right to request from any bidder, original or notarized version of any document copy of which is already submitted) Form 1: Bidder Information Form and attachments (brochures, etc.) Form 2: History of Non-performing Contracts and Litigation History, attachments thereto Form 3: Financial Situation and attachments thereto (certified financial statements for 2014, 2015 and 2016) Submission of audited balance sheets or if not required by the law of the applicant s country, other certified financial statements acceptable to the Employer, for the last 3 full years (2014, 2015 and 2016) Form 4: Financial Resources and attachments thereto Form 5: Average Annual Construction Turnover and attachments thereto 28 Other documents that should be Submitted to Establish Eligibility ISO:9001, ISO:14001, OHSAS:18001 or other quality assurance certificates (copy) Certificate of Registration of the business, including Articles of Incorporation (original) Official Letter of Appointment as local representative, if Bidder is submitting a Bid on behalf of an entity located outside the country (original) Power of Attorney, Circular of Signature/ Signature Specimen (notarized copy or original) List of Bank References (Name of Bank, Location, Contact Person and Contact Details) UNDP reserves the right to request from any bidder, original or notarized version of any document copy of which is already submitted. ITB for Construction of Kağızman Livestock Market (AKADP) 18 / 135

19 29 C.15 Structure of the Technical Bid and List of Documents to be Submitted 30 Preparation of Bid Envelopes Technical Bid Form Expertise of Firm/ Organization Scope of Supply, Technical Specifications, and Related Services Key Personnel Commitment Form and CVs Equipment Commitment Form Work Programme Bid Envelope shall consist of the following sections: 1- Required Documents that must be Submitted to Establish Eligibility Qualification of Bidders given in Data Sheet No Technical Bid given in Data Sheet No.28 an No Price Schedule Form given Section 8 In line with the clause D.27 of the Instructions to Bidder, Required Documents that must be Submitted to Establish Qualification of Bidders, Technical Bid and Price Schedule must be submitted together and sealed together in one and the same envelope. The number of originals and copies shall be as follows: ORIGINAL COPY 1 (one) hard, 1(one) soft copies 1 (one) hardcopy All electronic files for the technical bid must be in PDF format. Whereas, all electronic files for price schedule shall be in Excel format. Adobe Acrobat software and book-marking function should be used in order to identify all of the attachments and exhibits contained within the file. Any security features in the PDF document must be disabled. CD/DVD must be clearly labelled with the Bidder s Name In case of a discrepancy between hard and soft copies of the technical or price schedule, original hard copies shall prevail 31 C.15.2 Expected date for commencement of Contract 32 C.15.2 Maximum Expected duration of contract 33 UNDP will award the contract to: 34 F.34 Criteria for the Award and Evaluation of Bid June Calender days following site delivery by UNDP to the Contractor. Construction works must be completed within 180 calender days One Bidder only Award Criteria Prior to expiration of the period of Bid validity, UNDP shall award the contract to the qualified and eligible Bidder that is found to be responsive to the requirements of the Schedule of Requirements and Technical Specification, and has offered the lowest price. (Grand Total of Consolidated Price Schedule) ITB for Construction of Kağızman Livestock Market (AKADP) 19 / 135

20 Bid Evaluation Criteria 1 Having satisfied all eligibility (Pass/Fail) requirements listed in Section DS3 Full compliance of Bid to the Technical Requirements Qualification of all other personnel to be assigned to the contract 35 E.29 Post qualification Actions 34 Conditions for Determining Contract Effectivity Dun and Bradstreet (D&B) Rating: The UNDP also reserves the right to secure/request independent Financial Rating /Statements such as D&B rating as needed/required throughout the procurement process. The costs thereof shall be borne by the Bidder. Upon satisfaction of all two conditions below: 1-UNDP s receipt of Performance Security 2-Signature of contract by both parties 35 Site visit The bidders are advised to visit and investigate the Site and its surroundings and obtain for itself on its own responsibility all information that may be necessary for preparing the bid and entering into a contract for construction of Kars Kağızman Livestock Market. The costs of visiting the site shall be at the bidder's own expense. 36 Engineer The UNDP s contracted Engineer(s) with delegated authority shall serve for the Engineer role as defined in General Conditions of Contract for Civil Works 37 Valued Added Tax (VAT) Bidders shall take into account the following issues, while preparing their bids; UN and its subsidiary organs are exempt from taxes. Therefore bidders shall prepare their Price Schedule, excluding VAT. It is the bidders responsibility to learn from relevant authorities (such as Ministry of Finance) and/or to review/confirm published procedures and to consult with a certified financial consultant as needed, to confirm the scope and procedures of VAT exemption application as per VAT Law and Ministry of Finance s Communiqués in Turkey. 38 Payment UNDP shall effect payments to the Contractor in the form of monthly progress payments based on the completion of items in Bill of Quantities (BoQ) at the end of each month after acceptance by UNDP of the invoices submitted by the Contractor. The Contractor shall submit, after completion of each month, a monthly progress payment certificate, which shall contain the actual quantities completed / constructed within the reporting period. This monthly progress payment certificate shall be certified and approved by the Engineer. UNDP shall effect the payment to the Contractor after certification/approval of Engineer is received. The payments to the Contractor will be made in TRY. 1 Pls. reconcile and ensure consistency with the contents of the Technical Specifications ITB for Construction of Kağızman Livestock Market (AKADP) 20 / 135

21 Section 3: Minimum Qualification Requirements (Pass/Fail Criteria) Bidders who do not meet all minimum qualification criteria and requirements will be disqualified and their bid will be excluded from further evaluation. The bidder must satisfy sum (cumulative) of the following requirements; Bid security, (PF 0) Financial Resources (PF 6) Average Annual Construction Turnover (PF 7) Single Similar Work Experience 1 (PF 8) Single Similar Work Experience 2 (PF 9) Definitions: (a) Similar works: Note: Design and supervision services are not considered similar work experience. Similar work experience is the superstructure-related construction works on building, hospital, livestock market etc. (for details please refer to Communiqué of Public Procurement Authority (KİK) for Similar Construction Experience Groups for Works, Official Gazette dated 11 June 2011 Number: 27961) (Attachment 1- List for Similar Construction Experience Groups (B) Superstructure (Building) Works I. Group, II. Group and III. Group,) ( Note: Design and supervision services are not considered similar work experience (b) Work Completion Certificate (contractors/sub-contractors): Certificate for the works with provisional acceptance concluded. For the sub-contractor s work completion certificate to be valid, all the works defined in the main contract between the employer and the contractor should have been provisionally accepted. No Subject Requirement Pass Criteria Document to be Submitted PF 0 Bid Security ITB Data Sheet No.10, No.11, No.12 PF 1 PF 2 Conflict of Interest / Restriction to Bid Legal Status ITB Clause A5 A6 Legally established entity in 2012 or before as per ITB Clause A. Must meet requirement Must meet requirement Must meet requirement Bid Security Bid submission form (Section 5) Form 1 Bidder Information Form and attachments (brochures, etc.) ITB for Construction of Kağızman Livestock Market (AKADP) 21 / 135

22 PF 3 PF 4 History of Non- Performing Contracts and Litigation Financial Situation Non-performance of a contract did not occur within the last 5 years (2012 and onwards) prior to the deadline for submission of bid, based on all information on fully settled disputes or litigation. A fully settled dispute or litigation is one that has been resolved in accordance with the Dispute Resolution Mechanism under the respective contract and where all appeal instances available to the applicant have been exhausted. An average current ratio (current assets/current liabilities) equal to or higher than 1 (one) in the period of review (i.e. 2014, 2015 and 2016) or current ratio (current assets/current liabilities) equal to or higher than 1 (one) in Must meet requirement Must meet requirement Form 2 History of Non-Performing Contracts and Litigation and attachments thereto Form 3 Financial Situation and attachments thereto (certified financial statements for 2014, 2015 and 2016) Submission of audited balance sheets or other certified financial statements acceptable to the Employer, for the last 3 full years (2014, 2015 and 2016) PF 5 Financial Resources The Applicant shall demonstrate, by a bank statement(s) from its bank(s), that the Applicant has available or has access to liquid assets, lines of credit or other financial means sufficient to meet the construction cash flow for an amount price quoted as demonstrated by the sum of available cash, unused cash credit and unused credit letter as per Form 4. Must meet requirement Form 4 Financial Resources and attachments thereto Minimum average construction turnover of PF 6 Average Annual Construction Turnover 6.a TRY (one million five hundred thousand Turkish Lira) calculated as total certified payments received for contracts in progress or completed, within the last 5 years (2012 and onwards) Must meet requirement Form 5 Average Annual Construction Turnover and attachments thereto ITB for Construction of Kağızman Livestock Market (AKADP) 22 / 135

23 PF 7 PF 8 Single Similar Construction Experience 1 Single Similar Construction Experience 2 (Steel Construction) 6.b Demonstrating construction activity or turnover resulting from construction activity, each and every year within the same period (2011 and onwards) Participation as contractor or subcontractor, in at least 1 single contract. In at least 1 (one) single contract within the last 5 years (2012 and onwards), with a value of at least 80% of the total price quoted, carried out by the Bidder, that has been successfully and substantially completed, and That is similar to the proposed works as defined in Section 3: Minimum Qualification Requirements note (a) Participation as contractor or subcontractor, in at least 1 single contract In at least 1 (one) single contract within the last 5 years (2012 and onwards), with a value of at least %20 percent of price quoted, carried out by the Bidder, that has been successfully and substantially completed, and That is similar to the proposed works as defined in Section 3: Minimum Qualification Requirements note (a) of which load-bearing elements and/or Roof are steel constructed. Must meet Requirement Must meet Requirement Must meet Requirement Form 6 Single Similar Work Experience 1 and attachments thereto Form 7 Single Similar Construction Experience 2 (Steel Construction) and attachments thereto ITB for Construction of Kağızman Livestock Market (AKADP) 23 / 135

24 Section 4: Schedule of Requirements and Technical Specifications 4.1 Statement of Works General Notes: The contractor will be required at the minimum, to mobilize the key personnel, listed below, that carry the qualifications. The bidders shall furnish Key Personnel Commitment Form, supplemented with CVs of the key personnel (by using the CV template provided in these solicitation documents) and copies of the diplomas, certificates, memberships to occupational organizations etc. of the proposed key personnel. 1) Site Engineer (Site Chief) (Full time): University degree in civil engineering, Fluency in Turkish, 10 years experience in superstructure works, related to the scope of the present ITB 2) Mechanical Engineer (Part-time): University degree in mechanical engineering, Fluency in Turkish, 5 years of similar work experience 3) Electrical Engineer (Part-time): University degree in electrical engineering. Fluency in Turkish, 5 years of similar work experience 4) Survey Technician (Full time): University degree in survey technician, Fluency in Turkish, Experienced on supervision and measurement, 3 years of similar work experience. The Bidder must demonstrate that it will have access, at the minimum, to the key equipment, listed hereafter. The list of equipment hereafter will be used as minimum benchmark for assessment of bids. However, the Bidders should propose an extensive list of required equipment to successfully complete the works. The bidders shall furnish Equipment Commitment Form. The bidders list must match their approach to the works and demonstrate their understanding and ability to complete the works satisfactorily. 1 EXCAVATOR 1 MINI EXCAVATOR (JCB TYPE) 1 LOADER 3 TRUCKS COMPACTOR 2 CONCTRETE VIBRATORS The Contractor is expected to mobilize sufficient resources to complete the construction works within 180 days following the site delivery through the Notification for Commencement to Proceed, as explained in ITB with due consideration to weather, geographical and other risks associated with the construction itself. In this regard, Bidders are expected to present a realistic work plan. This duration shall not exceed 180 days. The Contractor shall provide the Engineer with office space, and cover all associated costs thereof, during the supervision of construction. Notes: Contractor's bid prices, being based on the Bill of Quantities BoQ), shall be inclusive of all other costs (that are not cost through BoQ) whether direct and indirect nature associated with the satisfactory completion of each work item in accordance with Schedule of Requirements and Technical Specifications/Technical Drawings and in overall in accordance with the Conditions of Contract. The bid prices are inclusive of transportation of all construction materials to all site locations. ITB for Construction of Kağızman Livestock Market (AKADP) 24 / 135

25 Work Item Descriptions/ Index No s below by definition requires compliance with all technical, quality, standard requirements dictated by the position numbers, all relevant and complementary construction items described as per the position numbers (though but not limited to) of, The Ministry of Environment and Urbanazation Successful Bidder shall maintain Office Space for the Engineer for the purpose of supervision of the works at construction site. This Office Space shall be mobile such as container with two rooms having minimum area of 5 m 2 each. All running expenses and costs of the office space (Electricity, water, furniture etc.) shall be included in the bid prices. The cost for the design, construction and other costs for the permits from the authorities are included in the BoQ for the any Electric transmission line from the main transmission line. No additional payment shall be done to the contractor. A. EMPLOYER S REQUIREMENTS A.1. Executive Summary Ardahan Kars Artvin Development Project (AKADP) is being implemented by the Ministry of Food, Agriculture and Livestock (MFAL) with implementation support services provided by United Nations Development Programme (UNDP). The Project is financed by the Loan Agreement signed between the Government of Turkey and the International Fund for Agricultural Development (IFAD). The Government of Turkey co-finances the IFAD loan. The role of UNDP as a implementation partner is incorporated in detail in the relevant sections of the Appraisal Report and the signed Project Document with the Government of Turkey. The UNDP s support to the MFAL includes capacity building within the Ministry, recruitment of project management unit s staff and national/international consultants, full fledge financial management, procurement according to guidelines, strategic advises, and technical assistance. Importantly, as an international development organization UNDP s support is provided based on the underlying principles and objectives of building institutional capacity and supporting national ownership. The overall goal of the AKADP is to reduce rural poverty in the Provinces of Ardahan, Kars and Artvin. The project activities are categorized within three major components: 1) Smallholder and Non-Farm Enterprise Investments; 2) Village Infrastructure Investments; and 3) Institutional Strengthening and Project Management. The subject tender falls into the second component of the Project. The objective of the Village Infrastructure Investments component is to improve living conditions and to remove infrastructure bottlenecks which inhibit participation of farmers and economically active rural poor in increased production and incomes, based on the current employment and production patterns. A.2. Location and Access The construction works will be carried out in Kars-Kağızman District in Turkey. A.3. Description of Works The scope of the construction services includes, but is not limited to the following works: a) Administrative building b) Open Paddocks for cattle and ruminants c) Paddocks under a shed, d) Disinfection Facilities (Disinfection Tunnel, Disinfection Pools) e) Loading-Unloading Ramp f) Quarantine Barn g) Watchman's Huts h) Livestock Scale i) Fertilizer Tank and Filtering Pit j) Parking Lot k) Drainage and Storm Water Canals ITB for Construction of Kağızman Livestock Market (AKADP) 25 / 135

26 l) Cesspool m) Fertilizer pit n) Other ancillary structures A.4. Rules and Regulations 1. The Contractor shall provide a billboard (on free of charge basis) mentioning the project and partners to ensure visibility of the project. The billboard shall be constructed in accordance with these specifications and as shown on the detail drawings. 2. Unless otherwise is confirmed by the Engineer, ready-mixed concrete shall be used. 3. Standard construction details approved by the Authority shall be followed unless specific deviation there from is authorized, in writing, by the Authority. 4. The fact that any construction works carried out under the supervision and approval of the Engineer does not relieve the Contractor from the responsibility of completing the work in full compliance with the project, contract, Schedule of Requirements and Technical Specifications and general rules for construction works. A.5. Construction Requirements Prior to commencement of work the Contractor shall be responsible for setting out the Works in accordance with the approved Drawings, and shall maintain and re-establish all permanent and temporary survey marks for the duration of the Contract and to the satisfaction of the UNDP. The Contractor shall obtain all relevant approvals for planning, building, drainage and any other permits as required for the Works and shall comply with all inspection and testing requirements of all statutory authorities. All construction works should be done in accordance with the approved projects, Technical Specifications and all laws and regulations in effect. The costs of building the service roads from the quarry of materials to the workplace and the transportation of materials are included in the offer made by the bidder. All the temporary roads in the construction site will be built by the contractor. No additional payments will be made. All the materials have to be examined and approved by the UNDP. The samples and materials will be in accordance with the specifications. The minimum amount of machinery and equipment that should be present in the work place is stated in the ITB. The amount of ready-mixed concrete that is specified in technical drawings will be used. If not specified in the drawings for reinforced concrete C20/25 class concrete shall be used. During the excavation, the contractor is responsible for securing and supporting the excavation area, keeping the excavation site dry, transportation of materials excavated, storage and safety of materials excavated with any kind of safety precautions approved by UNDP. The sites that are specified in the project will be cleaned of plants and roots. The excavation will start after the completion of the cleaning process (e.g. uprooting the trees). The irregularities and problems that may occur because of cleaning procedures (e.g. uprooting a tree) will be fixed by the contractor ITB for Construction of Kağızman Livestock Market (AKADP) 26 / 135

27 If the river bed is appropriate, open derivation will be applied to keep the excavation site dry. For the drainage of ground water, the excavation will start from downstream. Before the concrete is poured, the inspection engineer will examine and approve the reinforcement that is placed and anchored. The supervision engineer can ask to remove the concrete if not examined and approved. The contractor has to make available enough number of vibrators in the construction site, to be able to immediately compression and the vibration of the concrete that is poured. The experiments on the concrete will be made on a calendar depending on the classifications and amount of concrete. If the experiments do not satisfy necessary specifications, the contactor will, by consulting UNDP, take the immediate actions to adjust the concrete mix, improve the quality control and make a study of relevant methods in order to guarantee the necessary level of quality. The daily concrete amounts and samples, specimens and other samples will be kept by the contractor. The concrete can only be poured with the presence of the supervision engineer. If not stated in the drawings and technical specifications, the rules of following specifications will regulate the construction: o General Technical Specifications for Iron Works and Reinforcement o General Technical Specifications for Concrete Works (TS.802) o General Technical Specifications for Aggregates of Concrete o General Technical Specifications for Cement (TS EN 206-1) o General Technical Specifications for Excavation Works o General Technical Specifications for Transportation o Rules and Regulations of Designing the Concrete Structures (TS 500) o Building Code for Steel Structures (TS 648) o Design Loads for Buildings (TS 498) A.6. General Quality Assurance The Contractor shall provide and maintain a quality assurance and control system, which will provide objective evidence that the work under the Contract meets the quality requirements of the Technical and Performance Requirements. Tests and inspections shall be in accordance with Turkish Standards or other acceptable standards. The Contractor shall arrange for all inspections and testing by statutory authorities. Contractor is deemed to have made adequate provisions in the Contract price for all testing and quality control activities required achieving the quality standard stipulated in the Contract for the Works. A.7. Progress Meetings and Reports The Contractor shall attend progress and other meetings on Site as requested by the UNDP. The Contractor shall submit at the end of each month to the UNDP a narrative report summarizing significant progress or problems encountered during the preceding month in respect to all parts of the work under the Contract and, without restricting the generality of the foregoing, shall include reasoned and detailed comments in respect to: Activities or items completed during the month, including dates of completion; Activities or items scheduled for completion during the month but not completed (showing details of intended remedial action and comments as to likely effects on the Date of Practical Completion); ITB for Construction of Kağızman Livestock Market (AKADP) 27 / 135

28 Changes to the critical path A.8. Construction Requirements Prior to commencement of work the Contractor shall be responsible for setting out the Works in accordance with the approved Drawings, and shall maintain and re-establish all permanent and temporary survey marks for the duration of the Contract and to the satisfaction of the UNDP. The Contractor shall obtain all relevant approvals for planning, building and any other permits as required for the Works and shall comply with all inspection and testing requirements of all statutory authorities. All the materials that are used in the construction shall be in accordance with the applicable Turkish Standards. A.9. Contractor s Program The Contractor s Program is also referred to as the Construction Program. The Contractor shall submit a detailed breakdown of the Contractor s Program in bar chart form (clearly identifying the critical path) for approval within 1 (one) week following the award of Contract. The program shall be in the form that meets the requirements of the UNDP. The approved detailed breakdown of the Contractor s Program with any revision/updates shall be submitted at least once every fifteen days with progress to date clearly marked on it. A.10. Demolition and Reinstatement of Works Reinstatement of roads and streets shall be undertaken in accordance with the relevant local standards and according to the existing grade. The Contractor will not receive payment for over break of Demolition and Reinstatement Works, or measures necessary as a consequence of such over break. Over break means a demolition, removal and reinstatement of paved surface carried out outside the designated lines. If the works of reinstatement, as carried out by the Contractor, are not satisfaction of the UNDP, the Contractor shall carry out remedial works. If the Contractor is not able or willing to perform remedial works as instructed by the UNDP, the UNDP shall have the right to employ another Contractor for these works. The costs thereof shall be borne by the defaulting Contractor, or may be deducted from his payment claim. B. SITE INSTALLATION AND PREPARATORY WORKS B.1. Site Installation B.1.1 Site Installation and Mobilization The site installation shall include all site infrastructure, temporary site offices and yards, safety provisions, accommodation and sanitary facilities, provisions for water, energy and access and the installation of signboards in accordance to the requirements stated in the Schedule of Requirements, Technical Specifications and the Price Schedule. The costs of the site facilities shall be included in the corresponding unit prices. The location of all site installations shall be agreed beforehand with the Engineer. The Contractor shall prepare drawings of all sites selected for the site installation showing the location of all buildings, stores, offices, temporary roads, etc. The drawings shall be submitted for approval by the Engineer. Mobilization at site shall include all site works, the erection of all site facilities and the mobilization of all equipment and materials as necessary to carry out the Works under this Contract. ITB for Construction of Kağızman Livestock Market (AKADP) 28 / 135

29 Special attention shall be paid to the safe storage of fuel and lubricants in tanks and safety catchment basins in order to avoid the contamination of soils, subsoil and groundwater. This applies also for the installation of any workshop or other repair facilities. The Contractor shall give strict instructions to all persons employed by him to comply with the regulations for groundwater protection. If the Contractor fails to arrange for adequate precautions to avoid any contamination, he shall exchange soils contaminated by him at his own cost and bear full responsibility for any groundwater pollution. The Mobilization shall consist of preparatory work and operations, including, but not limited to the following: The movement of personnel, equipment, operating supplies, and incidentals to the project site. The establishment of the Contractor s offices, buildings, and other facilities to work on the project including rental of village houses at the construction sites as needed. Other work and operations that must be performed. Deployment of machinery and Equipment at site Deployment of staff (Construction) at site and/or HQ. Expenses incurred, prior to beginning work on the various contract items on the project site. Engineer shall certify the progress on mobilization. B.1.2 Maintenance of Site Installation The maintenance of site installation shall comprise the maintaining of all site facilities for the execution of the Works including water and energy supply, the operation and cleaning of site offices, accommodation and sanitary facilities and all temporary works as necessary to ensure access to and proper protection of construction sites including security, lighting and traffic control during the construction period. B.1.3 Demobilization from Site The demobilization includes the removal of all site facilities and temporary installations, the removal of all equipment from Site, the removal of all surplus materials, the reinstatement of all damaged or worn access roads and facilities used by the Contractor and the cleaning up of the construction site after completion of the Works. B.2. Site Facilities B.2.1 Safety and Accommodation The Contractor shall ensure that all safety and welfare measures strictly comply with the provisions of the regulations in force for health, environment, welfare, safety and groundwater protection. The Contractor shall provide, at his own expense, for temporary fencing to all parts of the works and sufficient protection of all open excavations to ensure the safety of workpeople, for suitable shelters and/or mess rooms for his workpeople and supervisory staff and for adequate sanitation facilities. The Site shall be equipped with sufficient closets which comply with the regulations for groundwater protection. If the Contractor fails to arrange for adequate precautions and sanitation facilities, the Supervisor shall instruct a third party to provide them at the cost of the Contractor. The Contractor shall have particular regard to the safety of persons and livestock and shall ensure that all open excavations, access routes and steep or loose slopes arising from the Contractor s operations are adequately fenced and protected. ITB for Construction of Kağızman Livestock Market (AKADP) 29 / 135

30 The Contractor shall be held responsible for all necessary safety measures during the duration of the Contract and shall strictly follow the safety regulations in order to prevent accidents. Proper strutting, sheeting and bracing, protection of slopes, methods of excavation to reduce risks of slides, etc. shall be deemed to be included in the rates and prices entered in the Price Schedule. In the event of soil slides occurring during earthwork, all damage and making good of works shall be at the expense of the Contractor. If there is an intensive human existence around the working area, safety barriers and portable bridges (for crossing purposes) shall be located along and over excavations/ditches to prevent any accident or injury. The Contractor shall take all precautions against the contamination of the Works. B.2.2 Safety of Personnel and Visitors The Contractor shall observe and cause his staff to observe standards commensurate with the nature of the Works. To this end the Contractor shall provide and ensure his employees wear: overalls, boots or shoes with reinforced toe caps, helmets suitable for construction sites, other protective equipment such as gloves, ear muffs, goggles, etc., as are necessary for any particular work. The Contractor shall further provide helmets and shoes for the UNDP, MFAL and their staff and for the use of site visitors up to ten in number. No work shall be permitted to be executed unless the Engineer is satisfied that appropriate safety measures are in place and that the Contractor s employees are wearing suitable safety gear. B.2.3 First Aid Outfits The Contractor shall, at his own cost, provide and maintain for the duration of the Contract adequate first aid outfits at all construction sites. B.2.4 Cleanliness on Site The Contractor shall make every effort to keep the Site tidy and in orderly manner and to take at all times every possible precaution against the contamination of subsoil and groundwater. The Contractor shall be responsible for making all arrangements for the disposal of solid and liquid wastes from the Site at his own expense. Furthermore, he shall give strict instructions to all persons employed by him to use the sanitary facilities provided at Site. If the Contractor fails to keep the Site clean, the Engineer shall instruct a third party to carry out the work at the cost of the Contractor. B.2.5 Water and Energy Supply The Contractor shall be responsible for and shall make all arrangements for adequate supply of water and energy to the construction Site. He shall also supply safe drinking water for the workmen on Site. The Contractor shall be responsible for the supply of all water required for mixing and curing of concrete and for testing of pipelines and structures. B.2.6 Maintenance of Traffic ITB for Construction of Kağızman Livestock Market (AKADP) 30 / 135

31 The Contractor shall provide, erect and maintain on the Site and the locations on the access to the Site all traffic signs and traffic control signals and all measures for protection of the public, as necessary and/or may be locally required by the relevant local bodies for the safe direction and control of the traffic during execution of the Works. The location and size of all such signs and the lettering thereon shall be approved by the Engineer before installation. The Contractor shall relocate, cover or remove signs as required during the progress of the Works. B.2.7 Use of Public Roads and Temporary Roads The Contractor shall, at his own expense, carry out all protective works and strengthening of public roads used by him as necessary to avoid damage from heavy loads and plant moved to the Site. The Contractor shall also construct, maintain and remove temporary access roads as he may require for carrying out the works at his own expense. The Contractor shall observe all restrictions, which apply to public roads, and he shall comply with all reasonable restrictions which may be imposed by the Engineer, the Employer or other competent local bodies. This includes safe and secure fencing of the respective site, temporary traffic lights and security guards. The Contractor shall not run tracked vehicles or tracked plant on any public or private road without the written approval of the responsible Authority and subject to such conditions as those may require. Public and private roads and other surfaces used by the Contractor shall be kept free from dirt and rubbish and shall be cleaned with adequate equipment as directed by the Supervisor. If the Contractor fails to do so the Supervisor can order a third party to do the cleaning on the account of the Contractor. Immediately after ceasing the use of any temporary road the Contractor shall restore the road to the satisfaction of the Supervisor and the responsible Authority. These provisions shall apply also to the shoulders, footpaths, drains, etc. of any existing sealed road used by the Contractor or affected by his operations. B.2.8 Maintaining of other Services / Utilities and Structures The Contractor shall be responsible for maintaining all water-courses, pipes, sewers, drains, electricity and communication cables, other services and structures during the construction of the Works. The Contractor shall repair to the satisfaction of the Engineer or the concerned authorities, without any delay, any damage caused by his operations and maintain existing services during the execution of Works at his own expense. As soon as an existing service is encountered in the excavation the Contractor shall forthwith call the attention of the Engineer and the appropriate utilities service authority thereto. Notwithstanding any relevant information furnished by the Employer or the Engineer, the Contractor shall be responsible for ascertaining, from his own inspection of the Site and from the respective utility and other authorities and by excavating and backfilling for trial pits, the position of all mains, pipes and cables whether underground or overhead, within or near the Site. The Contractor shall, at his own expense, maintain the flow in all pipeline, drains, water pipelines and all water courses which may be met during the execution of the Works, allowing none of the waters to flow in the trenches under this Contract. ITB for Construction of Kağızman Livestock Market (AKADP) 31 / 135

32 If an existing utility line is needed to be diverted or demolished, such line shall be diverted or demolished and afterwards relocated and/or repaired as originally found and be approved by the respective utility/authority. If any utility intercepts, the Engineer shall have the authority to modify the design and to order deviations from the line and grade. B.2.9 Temporary Approaches, Bridges, Gangways etc. Where any road, path, or right of way is affected by the construction of the Works, and as in the opinion of the Engineer may from time to time be necessary for safe and expeditious access to different parts of the Works, the Contractor shall provide suitable temporary approaches, bridges, gangways, and roads. Particularly, the Contractor shall provide means of access to adjacent occupiers of the land to carry on their normal occupations, and shall indemnify the Employer against any claim for loss of business or amenities. All such approaches, bridges, gangways and roads shall be maintained in service until all requirements of the Specifications have been fully complied with. All costs of constructing, maintaining and removing all temporary approaches, bridges, gangways, etc., under this sub-clause shall be deemed to be included pro rata in the related pay items of the Schedule of Payments. B.2.10 Work in Existing Roads and Footpaths Where existing roads shall be crossed or works are performed in existing roads, the Contractor shall obtain instructions from the Engineer as to the date and hour for the breaking up of the road and the manner in which traffic is to be diverted to other roads. Such deviations shall be provided and maintained by the Contractor at his expense. All roads used shall be kept free from dust and mud, and unless permission to close certain roads is obtained by the Contractor from the Engineer, at least one half the width of each road (if possible) shall be kept open to traffic. Men and apparatus shall be provided by the Contractor for pedestrian and for vehicular traffic control when working along or crossing roads. Lamps shall be lighted and warning signboards put up where necessary to ensure, during the progress of work, the safety of traffic using the road, and to prevent unauthorized persons, animals, etc., from straying on to the work. The Contractor shall be responsible for liaison, co-ordination and arrangements with the relevant authority in the obtaining of consents, payment of fees and all manner of things necessary to comply with the lawful orders of the relevant authorities and the Contractor shall allow for the same in his rates. All roads, including shoulders and various kind of drains, ditches and footpaths shall be restored to their original condition and carried out to the requirements of the relevant authority as soon as the work along or at the crossing has been completed. All restoration works, such as backfilling and road base course and surfacing, shall be performed to the requirements of the Specifications. B.2.11 Precautions The Contractor shall take all precautions to avoid damage to any structure owned by third parties. If damage occurs, the Contractor and the Engineer shall contact UNDP of the damaged structure immediately, jointly, and all necessary repairs shall be made by the Contractor at his own expense, under the direction and to the satisfaction of the Engineer. B.2.12 Sign Boards ITB for Construction of Kağızman Livestock Market (AKADP) 32 / 135

33 The contractor shall provide, erect and maintain 2 (two) weather resistant signboards/display panels for site at the location to be approved by the Engineer. The signs shall be a minimum of 3,50 m wide by 7,50 m high and give information (name of the project, logos of the project parties, contractor, contract period etc.) to be provided by the Engineer. Signboards shall be of mobile type and suitable for continuous transportation to locations/sections where the actual works are taking place. After completion of all the works, the signboards shall be transformed into the commemorative plaques. The commemorative plaques shall be installed as stationary on the approved locations by the Ministry of Food, Agriculture and Livestock (MFAL). B.2.13 Contractor's Facilities B Site Office The Contractor shall propose uncovered areas to the approval by the Employer/Engineer for the establishment of the site office. Within the proposed area the Contractor shall provide and maintain offices appropriate to the efficient management and control of the project by his own staff. B Storage Areas and Yards The Contractor shall propose uncovered areas to the approval by the Employer/Supervisor for the storage of plant, equipment and materials during the execution of the Contract. The Contractor shall be responsible for the off-loading, transporting and handling of all the plant and equipment and materials needed for the purpose of the Contract. The handling and storage of all plant and equipment at the site shall be to the risk of the Contractor and without responsibility of the Employer. The Contractor shall protect all material against corrosion, mechanical damage or deterioration during storage and erection on site. The protection shall be to the approval of the Engineer. B Staff Facilities The Contractor shall provide for and maintain temporary sanitary facilities on the site for the use of all persons connected with the works. The Contractor shall at all times keep the facilities in a clean and sanitary condition, and shall post notices and take such precautions as may be necessary to keep the site clean. The Contractor shall carry out any cleaning whatsoever as may be directed by the Engineer to maintain such sanitary conditions. The Contractor shall provide for and maintain an adequate supply of potable water for his and his subcontractor's use. The water supply shall be used for construction purposes and for consumption in the temporary facilities. The water supply system including the connection to the public system shall be approved by the Engineer. All electrical power required by the Contractor shall be provided by him at his own expense. All temporary connections and installations for electricity shall be subject to the approval of the Engineer. All temporary electrical installations shall be provided, connected, and maintained by the Contractor in accordance with local by-laws and regulations and to the satisfaction of the Engineer. The Contractor shall not use any part of the permanent works for temporary power supply, illumination, or equal purposes, unless agreed with the Supervisor on a case-by-case basis. B Equipment For satisfactory quality of work and a rate of progress which will ensure the completion of the works within the time stipulated in the Tender. If at any time such equipment appears to be inefficient, inappropriate, or insufficient for securing the quality of work required or for the rate of progress, the ITB for Construction of Kağızman Livestock Market (AKADP) 33 / 135

34 Supervisor may order the Contractor to increase the efficiency, change the character or hire additional equipment, and the Contractor shall conform to such order. Failure of the Engineer to give such order shall in no way relieve the Contractor of his obligations to secure the quality of the works and rate of progress required. B.3. Preparatory Works B.3.1 Review of Technical Documents The Contractor shall carefully review all technical documents included in the Contract before the start of the Works and the ordering of the required materials. The Contractor shall amend such technical documents as may be required and submit three copies to the Engineer. B.3.2 Contractor s Design The Contractor shall prepare all required design works of all permanent and temporary works and respect the local and international regulations. The Contractor shall submit for approval to the Engineer, all calculations, drawings, mechanical properties of materials, manufacturer s specifications justifying the quality and structural design of materials, equipment and structures. He shall also submit to the Engineer a copy of the standards and methods used for the calculations. B.3.3 As-Built Drawings As the work proceeds, the Contractor shall prepare, at his own expense, record drawings as to portray the Works actually executed. These record drawings shall become As-Built Drawings upon Completion of the Works. These drawings shall clearly show all portions of the Works, in plan, profile and sections and also all deviations from the original drawings. Draft versions of the record drawings shall be submitted to the Engineer for approval and then be completed with any amendments requested by him. On Completion of Works the Contractor shall supply to the Engineer the complete set of originals and 6 (six) copies of the As-Built Drawings. B.3.4 Programme of Supplies and Works The Contractor shall submit to the Engineer full details of his proposed Supply and Working Programme and its milestones within the execution period as stipulated in the Contract. The Contractor shall use the CPM for elaboration of the Programme and shall use MS Project or Primavera as a tool. The Programme shall be deemed to have taken into account the climatic conditions to provide for the supply of the goods and the completion of the Works in the order and within the times specified therein. The Contractor shall carry out the Contract in accordance with the Programme agreed with the Engineer but he shall in no way be relieved by the Supervisor's approval of the Programme of his obligations to complete the Works in the prescribed order and by the prescribed Completion Date, and he shall review his progress every month (tracking Gantt chart) and make such amendments to his rate of execution of the Works as may be necessary to fulfill these obligations. Once the proposed Programme is approved by the Engineer, the Contractor shall not depart from the Programme without written consent of the Engineer. In the event of unforeseen difficulties or disturbances which shall have influence on the approved Programme of Works, the Contractor shall advise the Engineer in writing of such occurrences without delay and submit bids for any necessary remedial measures, for which he shall obtain the Engineer's approval before putting such measures into effect. ITB for Construction of Kağızman Livestock Market (AKADP) 34 / 135

35 The Programme shall clearly indicate the material approval dates before the order of such, the suppliers customs procedures, the working drawings submittals and the time of access to land, submittal and approval of road closing, the submittal of As-Built Drawings or any other event that may concern the Engineer. When preparing the Programme of Works, as specified, the Contractor shall take account of the priority order prescribed for the various activities of the Works. The Programme of Works shall conform to the following: If it is necessary for the safety of the Works or for any other reason, the Contractor shall carry out such part of the Works continuously by day and by night when so instructed in writing by the Engineer. The extent of the working site has to be agreed with the Employer and the Engineer. Generally, working sites shall be confined in accordance to physical restrictions and the requirements for maintaining vehicular and pedestrian traffic. B.3.5 Cash Flow Programme Together with the Work Programme, the Contractor shall provide to the Engineer a detailed Cash Flow Programme of all payments to which the Contractor shall be entitled under the Contract. He shall update this Programme with the updates of the Programme of Works, if required to do so by the Engineer. B.3.6 Notices before Starting Excavation The Contractor shall, before starting excavation in any portion of the Works, give all necessary notices and make timely and reasonable arrangements with: The relevant bodies responsible for public roads (approvals for opening, agreements on resurfacing) and the Police (traffic arrangements), where applicable. The relevant bodies for water and energy supply and telecommunications (dealing with crossing of, maintaining and reinstatement of the respective services). The concerned land owners (approvals of access, reinstatement of surfaces). B.3.7 Site Inspections before Starting Excavation Before carrying out any excavation, the Site shall be inspected jointly by the Contractor and the Engineer in order to verify site conditions, to establish the directions for site clearance and to clarify the further proceedings. Before commencing any site clearance and excavation in private property, the Contractor shall prepare and agree with the owner or occupier of such property a record of the state of the surface with particular reference to any features that may require special care, conservation and reinstatement. Pre-construction photos shall be taken of the original Site by the Contractor and be submitted to the Engineer in two (2) copies together with the respective digital files. By that way after construction the conserved and reinstated parts can be compared with the original status. The Contractor shall prepare an inspection report which shall describe the conditions of the buildings, roads, footpaths, etc., in question and shall submit such report to the Engineer. Any damage caused by the Contractor to third parties during excavation or other works shall be repaired and maintained by the Contractor at his own expense without any delay. ITB for Construction of Kağızman Livestock Market (AKADP) 35 / 135

36 B.3.8 Technical Documentation of Manufactured Goods The Contractor shall provide to the Engineer for approval a complete set of technical documents of all goods that shall be supplied from Manufacturers (paddocks, roof truss etc.) to be incorporated into the Permanent Works. The document shall further detail the documentation included in the tender. Only goods figuring in the technical documentation and approved by the Engineer shall be supplied. B.3.9 Construction Methods The Contractor shall submit details of the plant, equipment and labor force, which he proposes to use and employ and shall describe in detail the proposed construction methods. The details on construction plant shall include the make, type, capacity or rating and the number of units which the Contractor envisages to employ throughout the duration of the Contract. Special attention shall be paid to the (1) procedure of concrete mixing, transporting, vibrating and curing and whether the concrete is prepared at the Site or elsewhere, (2) on-site coating, painting and other works serving for corrosion protection. The Contractor shall furnish to the Engineer the formal approval of working methods he may be required to obtain from relevant authorities prior to the commencement of any new section of works. Such approval of working methods shall in no way relieve the Contractor from his obligations. Such approvals of working methods shall be obtained, as applicable, e.g. for the maintaining of public traffic, the dealing with/crossing of other services, the diversion of flow and discharge of water from excavations, the reinstatement of excavated areas and the provisions to ensure public safety. B.3.10 Approval of Materials and Workmanship The supply of all materials, items and accessories shall be subject to the approval of the Engineer. The Contractor shall provide such samples as the Engineer may require in advance of the execution of Works for approval and, when approved, the quality of materials shall be at least equal to that of the approved samples. This includes also the testing and quality control of aggregates, cement and concrete and other building materials. The Contractor shall furthermore provide sample areas and items of finished workmanship for approval by the Engineer as required by him. All workmanship shall be equal to the approved samples. For the approval of materials standard institution certificates of the related materials from the country of production shall be submitted. B.3.11 Testing of Materials The Contractor shall provide material test results and certification by Independent Testing Laboratory approved by the Engineer showing that the materials meet the specified requirements. The testing of materials and goods shall be performed well in advance of the time they will be required for use. The Contractor shall not be entitled to any compensation or claim for delays, inconveniences, damage, standing time or any other cause whatsoever, arising from the late submission of testing results or the rejection of materials and articles. B.3.12 Setting-Out of Works Prior to the Commencement of the Works the Engineer shall provide a number of benchmarks on Site. Before starting any work, the Contractor shall verify the levels of the benchmarks in the presence of the Engineer and shall request the Engineer to correct any omission or error which may be discovered during verification. ITB for Construction of Kağızman Livestock Market (AKADP) 36 / 135

37 After the benchmarks and markers have thus been consolidated, the Contractor shall certify their acceptance in writing to the Engineer. The Contractor shall then establish, in locations and at levels approved by the Engineer steel datum pegs which shall be securely concreted in. The levels of these pegs shall be used as reference datum during construction. The Contractor shall be responsible for accurate setting-out the Works, temporary benchmarks and shall carefully protect and preserve all benchmarks, sight-rails, pegs and other things used in setting-out the Works. B.3.13 Survey Staff The Contractor shall also provide all staff, labor, instruments and materials as may be required by the Supervisor for survey work and measurements in connection with the Works. C. CONCRETE WORKS C.1. General Plain and Reinforced concrete shall be accomplished in accordance with these specifications and as shown on the detail drawings. All concrete construction shall conform to all applicable requirements of the Technical Specifications for Concrete Works (TS 802), TS 500, TS 498, TS EN Reinforcing steel bars shall be placed and tied according to the detail projects. For the reinforced concrete, steel bars shall conform St III and Public Works Standards, Technical Specifications for Steel Works) All of the Formworks, scaffolding, supports, reinforcing steel bars shall be prepared according to the detail projects. And after the approval by the ENGINEER, concrete shall be placed. Concrete shall be placed only in the presence of the ENGINEER. Concrete shall be thoroughly and uniformly compacted by means of internal mechanical vibration with internal vibrator. C.1.1 Curing of Concrete All concrete shall be water cured for a minimum of 7 of 24 hour days. It is the Contractor s responsibility to rig up all necessary equipment to conduct this task correctly and effectively. C.1.2 Sampling and Testing Generally- Concrete The Contractor shall make available on site throughout the period of the Contract equipment and facilities for the performance of slump tests and the manufacture of concrete test cylinders. C.1.3 Rejection Criteria Concrete Concrete which has any of the following defects shall be liable to rejection: It is porous, segregated or honeycombed. A construction joint has been made at a location or in a manner not acceptable to the UNDP. The reinforcement has been displaced from its correct locations. The concrete is shown by the UNDP to be otherwise defective. Cold formed joints. ITB for Construction of Kağızman Livestock Market (AKADP) 37 / 135

38 C.1.4 Records - Concrete Day to day records of all concreting shall be kept by the Contractor. The records shall clearly show dates, times, temperature and weather conditions as well as test references or test results and the place of concreting. These records shall be submitted to the UNDP once a week or as often as he directs. C.1.5 Surface Protection Concrete All finished concrete surfaces shall be protected from damage, staining or contamination from any cause such as construction equipment, materials or methods, and by rain, running water or wind. C.1.6 Construction Joints - Concrete The Contractor shall submit procedures and drawings to the UNDP clearly showing its proposals for concrete placing in each component of the Works together with construction joints and lifts. C.1.7 Repair Procedures for New Concrete Any making good of defective concrete will be subject to the approval of the UNDP who may alternatively require the complete removal and replacement of the defective concrete. C.2. Materials C.2.1 General Materials used in the works shall be new, good and of the qualities and kinds specified herein and equal to approved samples. Delivery shall be made sufficiently in advance to enable further samples to be taken and tested if required. Materials not approved shall be immediately removed from the works at the Contractor's cost. All specified properties of the concrete-making materials shall be tested with a frequency to ensure continuous compliance with the requirements, and whenever new materials are to be used. Materials shall be transported, handled and stored on the site or elsewhere in such a manner as to prevent damage, deterioration, or contamination. C.2.2 Cement Cement shall be from an approved source and shall be low alkali cement and sulphate-resistant or ordinary Portland cement complying with EN197. Low alkali cement to be used in the works shall contain less than 0.6% alkali (expressed as Na2O K2O). Cement shall be delivered in sealed manufacturer's branded bags or barrels, each consignment accompanied by the manufacturer's test certificates. Damaged bags or barrels and any cement the Engineer considers unsatisfactory shall be rejected. Each bag shall be used on the day of opening; bags opened on the previous day shall be rejected. All rejected cement including that which has become affected by damp conditions is to be removed from site within 48 hours. High alumina cement or blast-furnace slag cement shall not be used. Cement stored on site shall be protected from the weather and raised from the ground. Cement shall be used in the order in which it is delivered. Cement temperature shall not exceed 60C when used. Cement shall not be used after 6 months from its manufacture date or after it has been held in store for 3 months, unless it is tested and satisfies the relevant EN Standards. Each re-test certificate shall be valid for a period of 6 months. Each consignment of cement delivered to the site shall be accompanied by a certificate showing the place and date of manufacture and the results of standard tests carried out on the bulk supply from which the cement was manufactured. ITB for Construction of Kağızman Livestock Market (AKADP) 38 / 135

39 Notwithstanding the above requirements and tests, the Engineer may reject any cement which in his opinion is unsatisfactory for any reason whatsoever. C.2.3 Water Water for use in concrete, mortar mixing and curing shall be obtained from an approved source and shall be of a quality as not to affect the setting time, strength, durability of the concrete or mortar, or the appearance of hardened concrete or mortar by discoloration or efflorescence, nor the reinforcement at any age of the concrete or mortar. Water shall be clean, potable, blended or unblended, with a ph between 5.0 and 9.0 and shall be tested in accordance with EN The following limits shall not be exceeded: Total dissolved solids (TDS) not greater than 2000 ppm Suspended solids not greater than 2000 ppm Chlorides (Cl) not greater than 500 ppm Sulphates (SO3) not greater than 1000 ppm Alkali (HCO3/CO3) not greater than 1000 ppm Water shall be stored in approved, clean containers which are protected from sun, wind, dust, organic contamination or from contamination by any other source. C.2.4 Aggregates Materials used as aggregates shall be obtained from a source known to produce aggregates satisfactory for concrete and shall be chemically inert, strong, hard, durable, of limited porosity and free from adhering coatings, clay lumps, coal and coal residues and organic or other impurities that may cause corrosion of the reinforcement or may impair the strength or durability of the concrete. Aggregates shall be natural gravels or crushed stone complying with EN The aggregates used in the concrete mix shall not cause damage or weakening of the concrete. Aggregates shall be stored and handled only on approved impervious free draining platforms with concrete block walls separating different grades. Stock piles shall be built in 1.50 m (maximum) layers and segregation of the aggregates shall be prevented. All aggregates which have become segregated shall be removed. All aggregates stored on site shall be covered with approved sheeting until required for mixing. Aggregates which have become contaminated whilst stored on site shall be removed. C.2.5 Fine Aggregates Sand for concrete shall comply with EN It shall not contain more than 3% voided shells (as determined by direct visual separation). Artificial or manufactured sand will not be acceptable. The maximum permitted concentration of chlorides and sulphates expressed as percentage by weight of dry sand are 0.06% (as acid soluble Cl-) and 0.4% (as acid soluble SO3) respectively. The blending of crushed stone fines may be permitted provided that the blended product meets all the requirements for fine aggregates. Materials finer than 75 micron size - ISO 3310 test - shall not exceed 5% by weight. If the materials finer than 75 microns - according to ISO 3310 test - consist of the dust of fracture, essentially free of clay or shale, the limit can be increased to 7% by weight. ITB for Construction of Kağızman Livestock Market (AKADP) 39 / 135

40 Absorption shall not exceed 5%. Magnesium sulphate soundness weight loss shall not exceed 10% after five cycles (ASTM C88 or equivalent). When tested for organic impurities the color shall be lighter than the reference standard color (ASTM C40 or equivalent). When tested for potential alkali reactivity (ASTM C 227 or equivalent) the expansion shall be less than 0.05% at 3 months. Alternatively the potential alkali reactivity can be tested in accordance with ASTM C 289 or equivalent and the evaluation done in accordance with ASTM C 33, Appendix XI or equivalent. C.2.6 Coarse Aggregates Coarse aggregates for concrete shall be hard and durable stone, produced by mechanical crushing, e.g. by jaw, impact or cone crushers or other mechanical means to the approval of the Engineer. The maximum permitted content of chlorides and sulphates by weight of dry aggregates are 0.03% (as acid soluble Cl-) and 0.4% (as acid soluble SO3) respectively. Unless otherwise approved by the Engineer, coarse aggregate for use in all classes of concrete shall be provided for batching as single sized aggregates of 40 mm, 20 mm and 10 mm nominal size proportioned in such ratio as to give a uniform gradation. Absorption shall not exceed 2.5% (EN 12620). Flakiness index and elongation index shall not exceed 25% (EN 12620). Coarse aggregate shall not contain more than 5% soft fragments (ASTM C 235 or equivalent). Magnesium sulphate soundness weight loss shall not exceed 10% after five cycles (ASTM C88 or equivalent). When tested for potential alkali reactivity (ASTM C 227 or equivalent) the expansion shall be less than 0.05% at 3 months. Alternatively the potential alkali reactivity can be tested in accordance with ASTM C 289 or equivalent and the evaluation done in accordance with ASTM C 33 or equivalent, Appendix XI. C.2.7 Admixtures Any use of admixtures and additives shall comply with EN 934 and shall be approved by the Engineer. Approved admixtures shall be used in accordance with the manufacturer's recommendations, shall be dispensed by approved equipment, which provides a visible means of checking each dose, and shall comply with the relevant EN standards. The proposed dosages, the manufacturer's technical information and the results of trial mixes shall be submitted to the Engineer before approval is given. When more than one admixture is to be used in a concrete, the compatibility of the various admixtures shall have been ascertained by standard tests and certified by the manufacturer(s). No admixture containing chloride or nitrate shall be used. C.2.8 Total Chloride and Sulphate Contents The total acid soluble chloride content of the concrete mix shall be determined in accordance with EN Chlorides from all sources shall be included. For concrete made with sulphate-resistant cement the maximum total acid soluble chloride content expressed as % of chloride ion by weight of cement shall be 0.200%. The maximum total acid soluble sulphate content of the concrete mix from whatever source expressed as % SO3 by weight of cement shall be 4.0. C.2.9 Reinforcement Reinforcement shall comply with EN Reinforcement bars shall have strength equal to high yield steel bars and shall be profiled. The characteristic yield stress shall be at least 550 N/mm2. ITB for Construction of Kağızman Livestock Market (AKADP) 40 / 135

41 The Contractor shall furnish the Engineer with copies of the manufacturer's certificates of tests for the steel reinforcement to be supplied. If required by the Engineer, the Contractor shall submit samples to, and obtain test certificates from, a recognized testing laboratory approved by the Engineer. All reinforcement shall be clean and free from pit corrosion, loose rust, mill scale, paint, oil, grease, adhering earth, or any other material that may impair the bond between the concrete and the reinforcement or that which may cause corrosion of the reinforcement or may be detrimental to the quality of the concrete. C.2.10 Liquid Membrane - Curing Compound Liquid membrane - curing compound shall comply with ASTM C 309 or equivalent, Type 1, unless another type is accepted by the Engineer. Water stops shall be used in all construction joints. Web thickness shall not be less than 5 mm. Water stops shall be either rubber or polyvinyl chloride (PVC). Spacers shall be made of concrete of same grade as the structure, for which they are to be used. C.3. Requirements / Workmanship C.3.1 Formwork for Design and Construction Formwork for concrete shall be rigidly constructed of approved materials and shall be true to the shape and dimensions. Formwork shall be constructed of material or lined with materials as may be necessary to achieve the finishes specified in this section. The formwork design shall be submitted to the Engineer for approval before construction commences. All material brought on the site as forms, struts or braces shall be new materials. Faces in contact with concrete shall be free from adhering grout, projecting nails, splits, or other defects. Joints shall be sufficiently tight to prevent the leakage of cement grout and to avoid the formation of fins or other blemishes. Faulty joints shall be caulked. 20 mm by 20 mm chamfers shall be formed on the external corners of concrete members, unless otherwise specified. Internal corners shall similarly be provided with 20 mm fillets. Formworks for exposed surfaces shall be laid out in a regular and uniform pattern with the long dimension of panels vertical and all joints aligned. If openings of the formwork for the escape of water used for washing out are made, they shall be formed so that they can be conveniently closed before placing the concrete. Connections shall be constructed to permit easy removal of the formwork and shall be strong enough to retain the correct shape during consolidation of the concrete. Metal ties or anchors within the form shall be so constructed as to permit their removal to a depth of at least 50 mm from the face without injury to the concrete. All fittings for metal ties shall be of such design that upon their removal the cavities which are left will be of the smallest possible size Spreader cones or ties shall not exceed 25 mm diameter. The cavities shall be filled with cement mortar and the surface left sound, smooth, even and uniform in color. Formwork shall be true to line and braced and strutted to prevent deformation under the weight and pressure of the unset concrete, constructional loads, wind, and other forces. Beams spanning more than 3 meters shall have an upward camber of 1½ mm per m of span. Concrete shall normally not be placed in lifts deeper than 3 m. For lifts higher than 3 m openings for placing the concrete shall be provided in order to avoid segregation of the concrete.. Approved mould oil or other material shall be applied to faces of formwork to prevent adherence of the concrete. Such coatings shall be insoluble in water, non-staining, and non-injurious to the concrete. Liquids that retard the setting of concrete shall be used only when approved. Mould oil, retarding liquid, and similar coatings shall be kept from contact with the reinforcement or previously cast concrete. ITB for Construction of Kağızman Livestock Market (AKADP) 41 / 135

42 Before any concrete is placed, forms shall be properly cleaned by washing out with water and/or air under pressure to remove sawdust, shavings, metal and other foreign matter. All water shall then be drained and mopped out from the formwork. In no case shall concrete be placed in the forms until such forms have been approved by the Engineer. Such approval shall not relieve the Contractor of his responsibility for the formwork. Details of any fixtures to be cast into the concrete shall be to the approval of the Engineer. No fixtures shall be attached to the concrete by shot-firing without prior permission of the Engineer. Notwithstanding any such authorization, the Contractor shall take full responsibility for any damage caused to the structure and make good to the satisfaction of the Engineer. C.3.2 Removal of Formwork Formwork shall be removed by gradual easing without jarring. Before removal of the formwork the concrete shall be examined and removal shall proceed only in the presence of a competent supervisor and only if the concrete has attained sufficient strength to support its own weight and any load likely to be imposed upon it. The following striking time given in maturity days are the absolute minimum that will be permitted: Soffits 14 days Sides 4 days Loads shall not be placed on concrete before the following periods after casting: Columns, walls, beams, slabs, etc. 14 days Foundations 10 days The Contractor shall record the date upon which the concrete is placed in each part of the work, and the date on which the formwork is removed from there. The assessment of the period elapsing between placing the concrete and removing the formwork and consequences arising there from shall be entirely the Contractor's responsibility. C.4. Reinforcement C.4.1 General The Contractor shall ensure that all reinforcement is checked by a competent person. The Contractor shall notify the Engineer well in advance about portions of reinforcement work ready for inspection and shall keep a detailed record of the planning and control of the reinforcement work. C.4.2 Storage of Reinforcement Reinforcement shall be stored on properly constructed racks at least 150 mm above ground level. The storage, cutting and bending of steel reinforcement shall be carried out under cover on an approved, free draining concrete platform. The method of storing shall be such as to prevent contamination or damage by weather or accident. Steel shall be protected from humidity when stored. C.4.3 Handling of Reinforcement Sheets of mesh fabric shall be flat unless specified as bent and any tendency to curve or twist shall be corrected by the Contractor before fixing. Mesh fabric shall not be supplied in rolls. ITB for Construction of Kağızman Livestock Market (AKADP) 42 / 135

43 C.4.4 Cutting and Bending Dirt, rust, concrete, scale, paint, oil, grease, salts, etc. shall be removed from the reinforcement by sand blasting. Reinforcement shall be bent when cold by hand or by using an approved hand or power operated bending machine. When bending, the reinforcement should be subjected to a constant even load and not an impact load. Welding of reinforcement will only be allowed with the specific written permission of the Engineer. Bars incorrectly bent shall be used only if the means used for straightening and re-bending be such as not to damage the steel. No reinforcement shall be bent when in position in the works without approval, whether or not it is partially embedded in hardened concrete. Bending dimensions shall be in accordance with TS 500. C.4.5 Fixing Reinforcement Bars in contact shall be firmly secured to each other with approved binding wire or proprietary clips of a type approved by the Engineer. Binding wire shall be gauge soft iron wire free from rust or other contaminants. The reinforcement shall be fixed accurately in position so that the reinforcement is in the correct position in relation to the formwork to give the specified concrete cover. The reinforcement shall be securely fixed in position so that it will not be displaced during the passage of the Contractor's traffic, the placing and compaction of the concrete or any related operations. The correct cover shall be maintained by the use of plastic spacers or other approved means. If approved for use, concrete spacing blocks shall be machine pressed, or, if manufactured on site, shall be made from a mix of one part cement and two parts of sand. Site manufactured blocks shall be well compacted and water cured for a minimum of 7 days after casting and shall have a 10 minute absorption of less than 3.2% by weight. Concrete spacers shall be comparable in strength, durability and appearance to the surrounding concrete. Any wire cast into the spacer blocks shall be positioned well away from the exposed surface and shall be galvanized. Spacers fixed to parallel reinforcement bars shall not be located in a line across a section. Timber, stone or metal spacers shall not be used. The top reinforcement in slabs shall be rigidly supported by mild steel chairs from the bottom reinforcement. Plastic coated or galvanized steel chairs shall be used where in contact with exposed concrete surfaces. Chair spacing shall be at maximum 1.50 m centers in both directions. Starter bars to walls shall be securely fixed to the reinforcement in the parent concrete and accurately located to maintain the specified cover. Reinforcement embedded in hardened concrete shall not be bent. Reinforcement cages assembled before fixing shall be protected against the weather and shall be stored and transported carefully so that no distortion or contamination may occur. Concrete shall be placed within 3 days of fixing reinforcement. C.4.6 Laps and Joints Laps are to be staggered in such a manner that maximum one third of the bars are lapped in the same section, otherwise the lap length shall be increased by 50%. C.4.7 Water stops When water stops are placed for water tightness the water stops shall be made PVC-type resistant to chlorides, sulphates, chemicals and the like. The width of the water stops shall be according to the manufacturers specifications. All water stops shall be made continuous and shall be welded at all connections. Overlap is not allowed. All joints in water stops shall be made by the manufacturer of the water stop. If a joint ends at another ITB for Construction of Kağızman Livestock Market (AKADP) 43 / 135

44 part of the structure e.g. the connection between a wall and a bottom slab, the water stop should also be placed at least 30 cm inside the adjacent part of the structure. Water stops shall be placed in accordance with the manufacturers specifications. The Contractor shall submit type of water stops including a description of installation of water stops to the Engineer for his approval at least one month before. 1 Y /2B Excavation of all soft and hard soil in every depth and width with machine (Deep excavation) m³ Technical Description: Price of 1m³ excavation on soft and hard soil, including excavation with machine, loading to vehicles, moving up to 25 meters, storing, unloading at fill and berm areas, laying, filling after-construction spaces, all kinds of supplies and losses for grading and fixing of store, filler,floor and sidewalls of excavation site, labor, tools and equipment expenses, contractor s general expenses and interests: Measurement: Excavation volume is calculated according to excavation project. NOTE: 1)Water price raising, bracing, moving out.of 25 meters, irrigation and compressing of filler prices are not included in unit price. 2)Depth price raising won t be paid. 2 Y /04 By supplying gravel, laying with hand, making irrigation and m³ compression Supplying gravel, pouring at area, laying with hand, arranged, all kinds of labour, tools and equipment expenses, contractor s general expenses and interests for making irrigation and compression included 1m3 price: Measurement : Volume is calculated according to project. Pouring of concrete in C 16/20 compressive strength class produced in 3 Y /03 concrete plant or bought and compressed with concrete pump (concrete m³ shipping included) The complete concrete plants suitable for the production of concrete (minimum 60m3 / h capacity, four-eyed aggregate bunker compressors and control computer controlled with the cabinet, min. 50 ton capacity cement silos with conveyor belt system, recovery units, aggregate and laboratory capacity to the concrete test, generator, at least one loader with concrete enough and mobile concrete pumps, additive tank and contribute weighing bunker, moisture meter and all kinds of teams and periodic calibration made concrete production plant with equipment) standards and according to the project, washed, sieved graded sand, gravel and / or crushed stone, cement, water and additives required with C 16/20 grade produced in ready-mixed concrete or mortar from the concrete plant purchased with such qualifications; made of concrete quality control, loading the truck mixers, transplant to work, pressing the concrete pump instead of casting, placement, compression with vibrator, watering, cold, making the protection from heat and other external influences and maintenance, sampling for necessary and sufficient number of tests and the required test Making any necessary labor, materials and casualties, machine tools, equipment and laboratory expenses, all kinds of horizontal and vertical transport in the workplace, loading and unloading are within the concrete structure graded sand, gravel or crushed stone, and that provided the cement, manufactured or from where it was purchased to be installed on vehicles transporting concrete plant, unloading from vehicles, stacking, putting the concrete facility, the supply of water used in the concrete structure and irrigation and transportation, concrete plant and other equipment provision and amortization expenses and all sorts of other expenses and contractor general expenses and profit involved, Price of C 16/20 compressive strength of concrete poured in place 1m3: ITB for Construction of Kağızman Livestock Market (AKADP) 44 / 135

45 Measurement: Volume is calculated according to project. NOTE: 1) The plant produced or purchased as concrete is produced, TSE and to have other documents required by the legislation and give the administration before starting production of these documents is mandatory. The condition to be allowed to identify the suitability of the submitted documents and use, however, these facilities produced or used in the manufacture of the bearing conformity certificate concrete market supply conditions, according to the purchased and the current legislation would be possible 2) In case of concrete being bought, work-named bills must be added to receipt of payment. 3) The cost of contribution materials in addition to concrete structure will be paid seperately Pouring of concrete in C 20/25 compressive strength class produced in 4 Y /04 concrete plant or bought and compressed with concrete pump (concrete m² shipping included) The complete concrete plants suitable for the production of concrete (minimum 60m3 / h capacity, four-eyed aggregate bunker compressors and control computer controlled with the cabinet, min. 50 ton capacity cement silos with conveyor belt system, recovery units, aggregate and laboratory capacity to the concrete test, generator, at least one loader with concrete enough and mobile concrete pumps, additive tank and contribute weighing bunker, moisture meter and all kinds of teams and periodic calibration made concrete production plant with equipment) standards and according to the project, washed, sieved graded sand, gravel and / or crushed stone, cement, water and additives required with C 20/25 grade produced in ready-mixed concrete or mortar from the concrete plant purchased with such qualifications; made of concrete quality control, loading the truck mixers, transplant to work, pressing the concrete pump instead of casting, placement, compression with vibrator, watering, cold, making the protection from heat and other external influences and maintenance, sampling for necessary and sufficient number of tests and the required test Making any necessary labor, materials and casualties, machine tools, equipment and laboratory expenses, all kinds of horizontal and vertical transport in the workplace, loading and unloading are within the concrete structure graded sand, gravel or crushed stone, and that provided the cement, manufactured or from where it was purchased to be installed on vehicles transporting concrete plant, unloading from vehicles, stacking, putting the concrete facility, the supply of water used in the concrete structure and irrigation and transportation, concrete plant and other equipment provision and amortization expenses and all sorts of other expenses and contractor general expenses and profit involved, Price of C 20/25 compressive strength of concrete poured in place 1m3: Measurement: Calculated from measures in project. NOTE: 1) The plant produced or purchased as concrete is produced, TSE and to have other documents required by the legislation and give the administration before starting production of these documents is mandatory. The condition to be allowed to identify the suitability of the submitted documents and use, however, these facilities produced or used in the manufacture of the bearing conformity certificate concrete market supply conditions, according to the purchased and the current legislation would be possible. 2) ) In case of concrete being bought, work-named bills must be added to receipt of payment. 3) The cost of contribution materials in addition to concrete structure will be paid seperately 5 Y /03 Making flat-surfaced reinforced-concrete formwork with Plywood m² According to the project and specification; The inner surface of oiled 21 mm thick plywood (film-coated) flat surface concrete and made of reinforced concrete pattern of artificial wood to be reinforced to withstand the vibration necessary, removal of the mold, any necessary ITB for Construction of Kağızman Livestock Market (AKADP) 45 / 135

46 essential for this work material, and casualty and labor, workplace horizontal-vertical transport, loading and unloading, including contractor overhead and profit, 1 m² price: Measurement: Mold faced sides are calculated by measuring the project. Environmental patterns of void volume is not included in the removal of the production bore size. Because the holes in the mold cavity side of the hole is not removed NOTE : 1) Formwork will be paid seperately. 2) Materials from mold belongs to contractor 6 Y /C11 Making falsework with steel pipe (between 0,00-4,00m ) m² Standards and in accordance with occupational health and safety regulations, when needed by administration according to approved project height made scaffold carrier pipe steel structure and industrial production falling under the posture scope, removing any material wastage required for these jobs, labor and workplace installation, horizontal and vertical transport, unloading, including contractor overhead and profit, 1 m3 price:: Measurement: 1) These measures covered by structures and patterns of industrial production saw the face of that attributed to the calculated gap between the floor of the scaffold. Average altitude shall prevail in case of sloping ceilings. 2) This pose, when applied to the tunnel or gallery, gallery or tunnel to the lower surface of the belt is calculated that attributed the gap between the floor of the scaffold 3) This water tank is applied within the scope of the posture measurement in the construction of the pier. In this case gap between the concrete water tank floor is laid against the quay with the ceiling is calculated. 4) Beams and columns not builded with slams, required for the supporting scaffolding width is determined by management. NOTE : 1) Volume of steel pipes used in scaffold and mold and construction materials in hollows will not be abstracted from scaffold hollow volume. 2) Length to be given to other tunnels and galleries and tunnels in a certain amount of time will be applied to these postures. 3) Concrete in building eaves, balconies, concrete, reinforced concrete retaining walls, curtains, and similar patterns of production, holding, carrying triangle-shaped scaffold void volume is calculated. Triangular horizontal length may not exceed one half of the mold height. 4) In less then one meter high concrete wall,opposite beams, less wider than 0.50 m portafos and eaves and less than 1.50 m door and windows openings scaffold fee won t be paid. Because of formwork for reinforced concrete deck will be built, in the remaining buildings and concrete shear walls, columns and the like to separate the formwork cost manufacturing are also not be paid. 6) This price does not apply to special sliding formwork construction or manufacture of molds to be made. 7) Materials from scaffold belongs to contractor. 7 Y /C11 Making falsework with steel pipe (between 0,00-51,50m) m² Price 1m² including according to work standard, safety and regulations, wall construction and covering, external rendering, making full-safe steel pipe scaffold for painting and similar works, cleaning of scaffold area, placing of adjustable verticality bottom plates by fixing intervals, placing of elements of vertical pipe to the bottom plates, montaging of horizontal and diagonal pipe connectivity elements to plates on vertical elements with wedges, stabilising of scaffold to the wall with wall connectivity elements, flooring all working platforms to the all floors, montaging of railings vertically and horizontally, taking all safety precautions, all kind of supply and loss, labour, loading at construction site, carrying horizontal and vertical, unloading, contractor general fees and interest is: Measurement: ITB for Construction of Kağızman Livestock Market (AKADP) 46 / 135

47 1) Top elevation of scaffold surface is taken as height, and the bottom length of scaffold surface is taken as width. As a result of multiplying width and height, the scaffold area is calculated. NOTE: 1) If the topic is a manufacture needed a scaffold on the ceiling which is surrounding a locality, scaffold for ceiling fee will be paid separately, and any scaffold fee for the walls is not given. 2) A scaffold built in a locality will be accepted as a scaffold for all kinds of manufactures, and only one fee is paid for the built scaffold. 3) This pos. is applied to high wall construction more than 3,00 meters and similar qualified constructions. 4) There is no scaffold fee for 3,00 meters height and lower height constructions. 5) Work standard and safety will be reported by building inspector and contractor according to regulations, and this report will be presented for confirmation of management. Also, scaffold and detail condition will be in a CD, and this CD will be put in the report as an additive. The scaffold fee cannot be paid without this circumstances. 6) Scaffold material belongs to the contractor. 8 Y /C13 Making full security scaffold for ceilings with steel pipe (between 0,00- m² 21,50m) Price 1m² including according to work standard, safety and regulations, ceiling construction and covering, external rendering, making full-safe steel pipe scaffold for painting and similar works, cleaning of scaffold area, placing of adjustable verticality bottom plates by fixing intervals, placing of elements of vertical pipe to the bottom plates, montaging of horizontal and diagonal pipe connectivity elements to plates on vertical elements with wedges, stabilising of scaffold to the wall with wall connectivity elements, flooring all working platforms to the all floors, montaging of railings vertically and horizontally, taking all safety precautions, all kind of supply and loss, labour, loading at construction site, carrying horizontal and vertical, unloading, contractor general fees and interest is: Measurement: 1) 1,50 m missing of height between surface and ceiling of scaffold is accepted as height of scaffold. As a result of multiplying area and height of the scaffold, scaffold volume is calculated. NOTE: 1) If the topic is a manufacture needed a scaffold on the ceiling which is surrounding a locality, scaffold for ceiling fee will be paid separately, and any scaffold fee for the walls is not given. 2) A scaffold built in a locality will be accepted as a scaffold for all kinds of manufactures, and only one fee is paid for the built scaffold. 3) This pos. is applied to high wall construction more than 3,00 meters and similar qualified constructions. 4) There is no scaffold fee for 3,00 meters height and lower height constructions. 5) Work standard and safety will be reported by building inspector and contractor according to regulations, and this report will be presented for confirmation of management. Also, scaffold and detail condition will be in a CD, and this CD will be put in the report as an additive. The scaffold fee cannot be paid without this circumstances. 6) Scaffold material belongs to the contractor. 9 Y Placing welded wire fabric 3,001-10,000 kg/m² (including 10,000 kg/m² ton ) ITB for Construction of Kağızman Livestock Market (AKADP) 47 / 135

48 Making welded fire fabric with point welding from 4,00 mm and bigger diameterd St IVb qualities poles,its montage,added according to specifications and details as overlapped,structural bearing forming, loading at construction site,transporting vertically and horizontally, unloading all kinds of materials, losses,labour, contractor interest and fees included 1 ton welded wire fabric s price : Measurement : 1) Wielded wire fabric calculated :calculation of m² multiplied with masses shown below as ton unit. 2) Steels and additions that does not shown in project won t be included. 3) Fastening wire, kg/m mass differences (compared to table) doesnt included in measurement because it isincluded in losses structural bearing analyze. 10 Y Ø 8- Ø 12 mm deformed concrete reinforcing steel bar, cutting bars, ton bending and placing Deformed reinforcing steel bar ribbed, cut and bent according to detail drawing,wire for all necessary materials and casualty, construction site of the installation, horizontal and vertical transport, unloading, labor, contractor overhead and profit, including 1 ton price Measurement: 1) Length of iron measured according to reinforced concrete detail pictures with anchors. 2) Weight of the steel bars taken from the following table. 3) Steel bars and attachments are not shown in the project taken will not taken into account. 4) Mass (m) shown in table based on calculation. Bonding wire, steels used between steel bars and losses taken account in analysis,further payment not be paid Diameter (Ø)Unit Mass mmkg/m 80, , , Y Ø mm deformed concrete reinforcing steel bar, cutting bars, ton bending and placing Deformed reinforcing steel bar ribbed, cut and bent according to detail drawing,wire for all necessary materials and casualty, construction site of the installation, horizontal and vertical transport, unloading, labor, contractor overhead and profit, including 1 ton price: Measurement: 1) Length of iron measured according to reinforced concrete detail pictures with anchors. 2) Weight of the steel bars taken from the following table. 3) Steel bars and attachments are not shown in the project taken will not taken into account. 4) Mass (m) shown in table based on calculation. Bonding wire, steels used between steel bars and losses taken account in analysis,further payment not be paid. Diameter (Ø) Unit Mass mm Kg/m 14 1, , , , , , , , Y Making carcass and framework with all kinds of structural shape, steel bars and plates ( framework, beams from structural shape at necks, head pieces joints etc. ) ton ITB for Construction of Kağızman Livestock Market (AKADP) 48 / 135

49 Making framework building in all widths and lengths according to project with all kinds of profile,steel rod,steel and sheet metal, addition of pieces with stop pin, bolt and weld, montaging all the components, All kind of materials and losses, loading at construction site,transportation vertical and horizontal,scaffold or elevation systeme,labour,contractor general expenses and interest included (dye cost excluded) 1 ton price ÖLÇÜ: 1)Measurement based weight, used structural shape,fastener,bold,addition plates and likewise components calculated prior to painting and montage and recorded in attachment. 2)Only when administrations sees neccessary,weighing scale s mass is ascertinable compared to table weights according to size in project. As a result compared to weighing scale s mass,extra fees can be paid up to %7 mass.over %7 is not taken into consideration.at calculation stop pin and bolt gaps accepted as full. This applies if administration agree to accept the manufacture if founded mass is below table mass. 13 Y /02 Dyeing iron surfaces with double anti-rust and double synthetic dye m² : Price of 1m2 including cleaning of steel manufacturing surfaces with corundum and wire brush, wiping on antirust 0,100 kg for 1. floor, 0,100 for 2. floor (all floors different color), painting 0,100 kg for 1. floor, 0,100 kg for 2. floor with synthetic paint, any supply and loss, contractor general fees and interest is : MEASUREMENT: a) Painted surfaces on furnitures are measured. b)on door and partitions, 1) It is measured on both sides plaster-to-plaster in which is telaro cased. 2) On cased ones (non-corniced), from case to case, chassis areas are included in measurement of two sides in vertical plane. 3) On cased and corniced ones, case is included in measurement of 2 sides from cornice to cornice. c) On windows and window walls, 1) On window walls and corniced-windows, from corniced to non-corniced windows, from plaster surface to plaster surface, the area in the vertical plane is measured. 2) It is measured same in double windows, wooden frame between two windows is measured different, and area is added. Both sides of both windows are painted, one side is measured. Window space is not taken out. d) On railings and parapets, projection area of one surface is measured in the vertical plane. Space is not taken out. e) Column, roof truss, beam, areaway and similar surfaces painted on steel manufacturing are measured. 14 Y Making and placing roof truss with structural shape. ton Making latice roof truss from all kinds of structural shape according to project,overlaying pieces with plates, placing and fastening all parts, All kind of materials and losses, weld, fastener,bolt, workshop expenses,loading at construction site,transportation vertical and horizontal,scaffold or elevation systeme,labour,contractor general expenses and interest included, (dye cost excluded) 1 ton price : Measurement: 1)Measurement based weight, used structural shape,fastener,bold,addition plates and likewise components calculated prior to painting and montage and recorded in attachment. 2)Only when administrations sees neccessary,weighing scale s mass is ascertinable compared to table weights according to size in project. As a result compared to weighing scale s mass,extra fees can be paid up to %7 mass.over %7 is not taken into consideration.at calculation stop pin and bolt gaps accepted as full. This applies if administration agree to accept the manufacture if founded mass is below table mass. ITB for Construction of Kağızman Livestock Market (AKADP) 49 / 135

50 15 Y /21 Ø 100 mm radius, PVC based corruge drainage pipe supplying and placing Price of Ø 100 mm radius PVC based corruge drainage pipe included placing loading at construction site, carrying horizontal and vertical, all kind of supply and losses, labour and equipment fees, contractor general fees and interest, is: m Measurement: Calculated as placed drainage pipe area. NOT: Drenaj borusunun döşeneceği hendeğin kazılması, drenaj temel tabanına konulacak malzeme veya beton tabakası, drenajın yan ve üstünün uygun boyutta malzeme ile doldurulması ve sıkıştırılması bedelleri kendi pozundan ödenir. 16 Y /04 Making curved-surfaced reinforced-concrete formwork with metal sheet m² According to the project and specification; curved surface concrete and made of reinforced concrete pattern of artificial wood to be reinforced to withstand the vibration necessary, removal of the mold, any necessary essential for this work material, and casualty and labor, workplace horizontal-vertical transport, loading and unloading, including contractor overhead and profit, 1 m² price: Measurement: Mold faced sides are calculated by measuring the project. Environmental patterns of void volume is not included in the removal of the production bore size. Because the holes in the mold cavity side of the hole is not removed NOTE : 1) Formwork will be paid seperately. 2) Materials from mold belongs to contractor 17 Y /1A Excavation of all soft and hard soil in every depth and width with m³ machine (Serbest kazı) : Price of 1m³ excavation on soft and hard soil, including excavation with machine, loading to vehicles, moving up to 25 meters, storing, unloading at fill and berm areas, laying, filling after-construction spaces, all kinds of supplies and losses for grading and fixing of store, filler,floor and sidewalls of excavation site, labor, tools and equipment expenses, contractor s general expenses and interests: Measurement: Excavation volume is calculated according to excavation project. NOTE: 1)Water price raising, bracing, moving out.of 25 meters, irrigation and compressing of filler prices are not included in unit price. 2)Depth price raising won t be paid. 18 Y /08 By supplying angular aggregate, laying with hand, making irrigation and compression Supplying gravel up to 32 mm, pouring at area, laying with hand, arranged, all kinds of labour, tools and equipment expenses, contractor s general expenses and interests for making irrigation and compression included 1m3 price: Measurement : Volume is calculated according to project. 19 MSB.322/A1 Pouring of concrete in C 20/25 m³ The complete concrete plants suitable for the production of concrete (minimum 60m3 / h capacity, four-eyed aggregate bunker compressors and control computer controlled with the cabinet, min. 50 ton capacity cement silos with conveyor belt system, recovery units, aggregate and laboratory capacity to the concrete test, generator, at least one loader with m³ ITB for Construction of Kağızman Livestock Market (AKADP) 50 / 135

51 concrete enough and mobile concrete pumps, additive tank and contribute weighing bunker, moisture meter and all kinds of teams and periodic calibration made concrete production plant with equipment) standards and according to the project, washed, sieved graded sand, gravel and / or crushed stone, cement, water and additives required with C 20/25 grade produced in ready-mixed concrete or mortar from the concrete plant purchased with such qualifications; made of concrete quality control, loading the truck mixers, transplant to work, pressing the concrete pump instead of casting, placement, compression with vibrator, watering, cold, making the protection from heat and other external influences and maintenance, sampling for necessary and sufficient number of tests and the required test Making any necessary labor, materials and casualties, machine tools, equipment and laboratory expenses, all kinds of horizontal and vertical transport in the workplace, loading and unloading are within the concrete structure graded sand, gravel or crushed stone, and that provided the cement, manufactured or from where it was purchased to be installed on vehicles transporting concrete plant, unloading from vehicles, stacking, putting the concrete facility, the supply of water used in the concrete structure and irrigation and transportation, concrete plant and other equipment provision and amortization expenses and all sorts of other expenses and contractor general expenses and profit involved, Price of C 20/25 compressive strength of concrete poured in place 1m3: Measurement: Calculated from measures in project. NOTE: 1) The plant produced or purchased as concrete is produced, TSE and to have other documents required by the legislation and give the administration before starting production of these documents is mandatory. The condition to be allowed to identify the suitability of the submitted documents and use, however, these facilities produced or used in the manufacture of the bearing conformity certificate concrete market supply conditions, according to the purchased and the current legislation would be possible. 2) ) In case of concrete being bought, work-named bills must be added to receipt of payment. 3) The cost of contribution materials in addition to concrete structure will be paid seperately SECTION 4.2 Technical Specifications for Special Construction Items A. Special Architectural Items Technical Specifications A.1 OZEL-01 Composite siding Work Description Apparent surface 1000x3000x3mm and bottom sizes of porcelain tile, the back surface of the fiber mesh, laminated with a special epoxy resin and then horizontally at the top and bottom (and the middle part if necessary) special section hanger profiles fixed with polyurethane adhesive is a ceramic composite facade panels. Front Layer: 1000x3000x3 mm porcelain plates and lower dimensions, special sizes used in other cutting necessary. Back Layer: Fiberglass film Adhesive: Special epoxy resin should be anodized aluminum profiles Hanger. Quality and Standards to Be Observed The Contractor shall submit all materials and manufacturing details to the Employer for approval. The materials to be used will be chosen among the Manufacturer s recommended range of colors and patterns by the Employer. Also the Contractor shall prepare the samples displaying the methods and quality of the works to be done before the commencement of the work and shall receive the approval of the Employer. If required by the Employer, the Contractor shall make the samples displaying the methods and quality of the works to be done. ITB for Construction of Kağızman Livestock Market (AKADP) 51 / 135

52 Wear resistance of the quartz-corundum aggregate gray surface hardening dust: < 3,2 cm3/ 50 cm2 (TS 699, DIN 25108)and as per TS EN :2007 the fire reaction class should be A1. Support construction For L anchorages, vertical bearer T profiles and horizontal carrier brackets and fasteners should form the structures of the system. Construction of the size of the support to create profiles and fittings will be made by the manufacturer to be determined as a result of detailed static calculation and the details will be submitted to the administration before moving to production. static strength calculation and verification of TS 498 and DIN 1055 must be taken into account. Shipping and Storage Conditions of the Materials All shipping and storage conditions stipulated by the manufacturer shall be observed. Principles of Protection All construction work points will be cleaned off the debris and washed. Construction wastes will be collected at one point and carried out of the construction site. During the application, behaviors to damage the previous and next construction works will be avoided. Measurement Measurement will be made on the basis of architectural project in m². A.2 OZEL-02 Preparation Of Parapets Using Galvanized Shaped Tube Work Description Procurement, transportation, storage of the materials required for the Preparation of Parapets Using Galvanized Shaped Tubes as shown in the architectural projects, providing the appropriate equipments, erecting and demounting of the scaffolds when required, preparation of all kinds of parapets in accordance with the principles set forth in the project, all kinds of workmanship and cleaning works and safeguarding until the delivery. Quality and Standards to Be Observed The Contractor shall submit all materials and manufacturing details to the Employer for approval. The materials to be used will be chosen among the Manufacturer s recommended range of colors and patterns by the Employer. Also the Contractor shall prepare the samples displaying the methods and quality of the works to be done before the commencement of the work and shall receive the approval of the Employer. If required by the Employer, the Contractor shall make the samples displaying the methods and quality of the works to be done. Profiles which are produced in accordance with TS EN , ISO 65, ASTM A- 53, TS EN standards and galvanized in accordance with TS 914, TS EN 10240, EN ISO 1461 (BS 729), ASTM A- 53, A-90, NFA , UNI 5745 standard will be used. Riffles will be opened according to ISO 7/1, ANSI B , and TS EN standard. Principles of Application As shown in the architectural project, galvanized shaped tube parapets will be used as follows: to form paddock areas, on the sides of the graded floors, on the sides of ramps, on the stair sides, on the side of loading platform Handrails will be made of Ø70 S:3.65 galvanized tube, parapets of Ø42 S:1.66 galvanized tube and pillars will be made of Ø50 S:3.65 galvanized tube. Pillars will be anchored with 20x20x2 plate on the leveling concrete by at least 2 points. Chemical anchor will be used for anchoring. The length of the pillars will be determined according to the leveling elevation incline. On average, the pillars will be placed on every 250 cm. ITB for Construction of Kağızman Livestock Market (AKADP) 52 / 135

53 Upper handrail section will be connected to the survey elevation in such a manner that it will be 135 cm higher than the reinforced concrete floor. Joins will be degraded with riffles. Parapet tubes will pass through the axles which are 45cm+90cm below the handrail axle. Before the installation of the parapets, application should be made with alignment and paint should not be used. During the installation, attention will be paid to prevent the damage to the galvanized layer and galvanized paint will be used for the repair of the damaged areas. Shipping and Storage Conditions of the Materials All shipping and storage conditions stipulated by the manufacturer shall be observed. Principles of Protection Maximum care will be given to prevent damage on the galvanized coating. All construction work points will be cleaned off the debris and washed. Construction wastes will be collected at one point and carried out of the construction site. During the application, behaviors to damage the previous and next construction works will be avoided. Measurement Calculated in per/m using the project dimensions. A.3 OZEL-03 Manufacturing and Installation of Paddock Doors Work Description Procurement, transportation, storage of the materials required for the Manufacturing and Installation of Paddock Doors Using Galvanized Shaped Tubes as shown in the architectural projects, providing the appropriate equipments, erecting and demounting of the scaffolds when required, manufacturing in accordance with the principles set forth in the project, all kinds of workmanship and cleaning works and safeguarding until the delivery. Quality and Standards to Be Observed The Contractor shall submit all materials and manufacturing details to the Employer for approval. The materials to be used will be chosen among the Manufacturer s recommended range of colors and patterns by the Employer. Also the Contractor shall prepare the samples displaying the methods and quality of the works to be done before the commencement of the work and shall receive the approval of the Employer. If required by the Employer, the Contractor shall make the samples displaying the methods and quality of the works to be done. Profiles which are produced in accordance with TS EN , ISO 65, ASTM A- 53, TS EN standards and galvanized in accordance with TS 914, TS EN 10240, EN ISO 1461 (BS 729), ASTM A- 53, A-90, NFA , UNI 5745 standard will be used. Riffles will be opened according to ISO 7/1, ANSI B , and TS EN standard. Principles of Application Door wing frame will be made of Ø50 S:3.65 galvanized tube. There will be Ø 25 S:1.66 seven pillars which are placed inside the frame at equal intervals. Door wing will be 95cm wide and 232cm high. Door wing will be connected to the existing paddock parapets with 2 pivot hinges. Hinges will be galvanized. The door will be closed with 2 hooks. Hooks will be galvanized. Hinges and hooks will have the sufficient strength to carry the door loads. Shipping and Storage Conditions of the Materials All shipping and storage conditions stipulated by the manufacturer shall be observed. ITB for Construction of Kağızman Livestock Market (AKADP) 53 / 135

54 Principles of Protection Maximum care will be given to prevent damage on the galvanized coating. All construction work points will be cleaned off the debris and washed. Construction wastes will be collected at one point and carried out of the construction site. During the application, behaviors to damage the previous and next construction works will be avoided. Measurement It is calculated as the number of doors A.4. OZEL-04 Manufacturing and Installation of Ramp Doors Work Description Procurement, transportation, storage of the materials required for the Manufacturing and Installation of Paddock Doors Using Galvanized Shaped Tubes as shown in the architectural projects, providing the appropriate equipments, erecting and demounting of the scaffolds when required, manufacturing in accordance with the principles set forth in the project, all kinds of workmanship and cleaning works and safeguarding until the delivery. Quality and Standards to Be Observed The Contractor shall submit all materials and manufacturing details to the Employer for approval. The materials to be used will be chosen among the Manufacturer s recommended range of colors and patterns by the Employer. Also the Contractor shall prepare the samples displaying the methods and quality of the works to be done before the commencement of the work and shall receive the approval of the Employer. If required by the Employer, the Contractor shall make the samples displaying the methods and quality of the works to be done. Profiles which are produced in accordance with TS EN , ISO 65, ASTM A- 53, TS EN standards and galvanized in accordance with TS 914, TS EN 10240, EN ISO 1461 (BS 729), ASTM A- 53, A-90, NFA , UNI 5745 standard will be used. Riffles will be opened according to ISO 7/1, ANSI B , and TS EN standard. Principles of Application Door wing frame will be made of Ø50 S:3.65 galvanized tube. There will be Ø 25 S:1.66 seven pillars which are placed inside the frame at equal intervals. Door wing will be 95cm wide and 232cm high. Door wing will be connected to the existing paddock parapets with 2 pivot hinges. Hinges will be galvanized. The door will be closed with 2 hooks. Hooks will be galvanized. Hinges and hooks will have the sufficient strength to carry the door loads. Shipping and Storage Conditions of the Materials All shipping and storage conditions stipulated by the manufacturer shall be observed. Principles of Protection Maximum care will be given to prevent damage on the galvanized coating. All construction work points will be cleaned off the debris and washed. Construction wastes will be collected at one point and carried out of the construction site. During the application, behaviors to damage the previous and next construction works will be avoided. Measurement It is calculated as the number of doors ITB for Construction of Kağızman Livestock Market (AKADP) 54 / 135

55 A.5. OZEL-05 Made from hollow sections and sheet iron door Description of Work 50 * 50 * 2 mm box profile and 2mm sheet metal hinge with the coating on the box or modified profile and cover that opens and closes with the help of hand mechanism according to architectural detail project Measurement Architectural project will be calculated in terms of m². A.6. OZEL-06 Disinfection Passage Technical Specifications General Provisions Two disinfection passages shall be installed and assembled in the points of entry and exit of the Livestock Market in order to disinfect the vehicles which carry livestock for preventing the spread of epidemic and infectious animal diseases and controlling and eradicating them. The disinfection passage will be designed as follows: The vehicles which will be disinfected are taken into the cabin (tunnel). The unit is operated and the spray nozzles pulverize the disinfectant to the environment. The disinfectant spreads in the cabin as a smoke cloud, pervading all over the vehicle. When time, which is set with intermittent relay, is up, disinfection process is finished. Technical Requirements Disinfection Tunnel Disinfection tunnel shall be 12 meters in length, 4.5 meters in width. Shoulder length shall be 4.5 meters and the top part shall be R 2950 mm twisted. The profiles that will be used in the tunnel framework (vertical profiles 40X60X3 mm, horizontal ones 40x60x2mm) shall be made of hot dip galvanized coating. Assembly of tunnel framework shall be made with galvanized connections, without welding so that it does not corrode in external environmental conditions. The tunnel framework shall be assembled on concrete ground using epoxy pegs, hot dip galvanized plates in dimensions of 160x200x10mm and Ø16mm galvanized rods. The tunnel shall be constructed by the employer in accordance with architectural projects. The siding of the tunnel framework shall be made of PC plate siding material with a thickness of 6 mm, light transmittance of (±%5) 80,54, weight of 1250 gr/m², non-combustibility class of B1, K value of (w/m²*k) 3.6, density of 1.2 gr/cm³ and minimum bending of 1500mm. Arches with height warning signs shall be placed with a 1,5m of distance from the tunnel entrance so that the vehicles entering the tunnel do not damage the tunnel (crashing, scrape, etc.). The arches should be embedded 60cm under the ground and it should have 4,5m of length, 4,5m of height, 90mm of diameter. It should be made of yellow oven dried metal pipe with 3mm of thickness. Since disinfection will be made by fogging, waste water and disinfectant will not accumulate and for this reason, drainage line will not be constructed. PC plates shall be bolted and made of a material which can remain durable for 10 years except for the exterior impacts and damages. An antifreeze tank made of 100lt plastic and connected with magnetic level floater shall be in the disinfection cabin, so that the lines remaining outside will not freeze after disinfection cabin. Disinfection Automation Cabin Water tank, dosage pump, antifreeze reservoir, concrete base on which these units will be assembled and control panel will be placed in a protected structure. (See architectural projects) For the 4m² cabin, the ground concrete shall be prepared by the employer and its budget estimate shall be made before assembly as it is specified in item ITB for Construction of Kağızman Livestock Market (AKADP) 55 / 135

56 In the 4m² cabins, 1600W infrared thermostat control heater shall exist (for protecting mixing tank, pump motor group and filter group against freezing). Cooling against extreme hot environments will not be needed. Pump Motor Group(High Pressure Pump) One high pressure pump, general features of which are defined, shall exist for each disinfection tunnel. The pump shall have a capacity of 36lt/min 60 bar, operating pressure of 60 bar, ceramic piston, 5.5KW. 380V, pressure gauge and pressure regulator. The employer shall provide 380V power line and for the filling of tank, water line in the disinfection automation cabin. Control Panel Control panel will have programmable digital timer, motor and pump protective circuit, operating button assembled to the tunnel framework and shall be suitable for 380V three-phase pumps. Nozzle and Connector It will have 0,5 mm of hole diameter, 95º of spray angle, <13μ of average grain diameter, 9/16 24.UNF of outer dimension, 5 micron polypropylene particle retentive filter for each chemical nozzle. It shall be cleanable and made of 303 stainless steel, which has chemical resistance. There will be 170 chemical nozzles in the tunnel and 70 of them will be on the right, 70 of them will be on the left and 30 of them will be on the top. Spray nozzles will have 9-16 internal thread and the rear connection will connect to the high pressure hose via the 3/8 brass jet carrier together with adapters. The 5 micron polypropylene particle retentive filter in each nozzle will prevent plugging. The nozzle filters shall be changed two times in a year. Dosage Pump It should have a constant flow rate of %0-%20, which can be adjusted with stroke frequency or twostage flow rate button according to %0-100 stroke frequency ratio, analogue control, IP 54 protection class, 20 lt/s. The indicators are followed by the device. High Pressure Hose To distribute the disinfectant to the nozzles, 1/2 high pressure hose with a minimum length of 5m and maximum length of 25m, shall exist between the disinfectant tunnel and the cabin. After connecting to the tunnel 120 m 3/8 high pressure hose shall be used and 50m of it will be on the right, 50m of it will be on the left and 20m of it will be on the top. It shall be %3 UV supplemented with operating pressure of 70 bar and explosion pressure of 140 bar. Particle Retentive Filter Group Filter tank properties; triplet of series connection with10 brass unions, %100 polypropylene cover, cartridge case with transparent san (San: name of the crystal looking plastic raw material, which is pressure and fracture resistant), oringi NBR 70 Sh, 8 bars of max. Operating pressure, 35 bar of max. Explosion pressure, min. 0 Cº and max. 50ºC of operating temperature. Cartridge properties; %100 polypropylene material, 10 of length, 28 mm of external diameter, 20μ- 10μ-5μ of micron value, %80 efficiency, 6 bar of operating pressure, 0.8 bar of max. Pressure difference, max. Operating temperature 80ºC. Filter group shall be in the automation cabin and between water tank, anti-freeze storage, dosage pump and high pressure pump. Water Tank Water tank will have 500 lt capacity, water inlet, and solenoid valve control and will be made of plastic. A magnetic level floater shall be connected at the low level and in the outlet; there shall be a spherical valve. Water tank shall be in the automation cabin and be protected against freezing by thermostat control infrared heater. ITB for Construction of Kağızman Livestock Market (AKADP) 56 / 135

57 Disinfectant Tank It shall be made of plastic and have a capacity of 10 lt. The tank shall be connected to the magnetic level floater at the low level and be at a level, where dosage pump can suck in the disinfection cabin. Antifreeze Tank It shall be made of plastic and have a capacity of 100 lt. It shall be connected to the magnetic level floater at the minimum level and in the outlet there shall be 10 5μ filter. The connection of it to the pump shall be through a different solenoid valve and in the control panel with one button, which operate with a different timer. An operating manual related to the whole system will be provided for the employer after assembly. Warranty For two (2) years, the disinfection passage is guaranteed against production and installation defects related to the whole system. Other Issues The equipment regarding to the disinfection passage shall be produced according to catalogued standards and shall be the latest model. The equipment in each unit shall be the same. Operating manual and spares catalog shall be given to the employer. After installation, operation of disinfection passage shall be instructed to the relevant staff and the disinfection passage shall be delivered whole and complete. A.7. OZEL-07 Cattle Scales (3000 kg) Technical Specifications General Provisions A Cattle Scales with a capacity of min kg shall be installed in the Livestock Market for weighing the cattles and ruminants. The weigh bridge shall be constituted with nominal capacity and %150 of excessive load shall be considered. Load cell shall be column type and resistant to lateral loads. It shall be designed accordingly, so that it shall be weather resistant and long lasting. (3000 kg X 1 kg, 125 X 250 cm ) Platform Model Material Environmental Protection Load Cell Load Cell Protection Class Platform Material Options Weight Indicator Class Boxing WP-A Steel IP 65 (Standard) -IP 67 / IP 68 (Option) 4 Pieces - OIML R60 C3 Class Steel IP67 (Standard) / Stainless Steel IP68 (Option) SG: Galvanized Steel, TSS: Stainless Steel Kefe Model LL3 III / IIII Stainless Steel Protection Class IP 54 / IP 65 Display Warning - 7 digits, 14 mm. VFD Unit Symbols Zero, Net, Weighing Range, Stationary Load - kg Keypad Membrane Type, 20 Functional Alphanumeric Touch Key (Programming, Calibration, Reset, Tare, Printing, Reporting) ITB for Construction of Kağızman Livestock Market (AKADP) 57 / 135

58 Operating Voltage Working Temperature Range 220 VAC / 12 VDC - 30 C C Serial Communication RS232 Options - 2 x RS232, 2 x RS 422/485 - Wireless Communication - 2MB. (105,000 records) Alibi Memory - Battery Operation A.8. OZEL-08 Manufacture of Paddock and Paddock Gates made with hot dip galvanized coating Hot-dip galvanized coating on iron manufacturing in accordance with the TS 914 A.9. OZEL-09 Vapor Barrier Description of Work Approved in accordance with the detailed design, wooden trowel polished prepared concrete surfaces thoroughly cleaned and dried case when primer m2 at least 0,400 kg to be made, cold-applied asphalt emulsion of applying primer after drying based on the torch flame polymer plastron 2 mm thickness without exacerbating the bituminous membranes fiberglass-reinforced polymer bitumen to cover the seams of at least 10 cm overlapping glued to the construction site on the horizontal and vertical transport, and casualties of all kinds of materials, labor, overhead and profit, including contractors. Material Transport and Storage Conditions Will comply with all shipping and storage conditions stipulated by the manufacturer. Principles of Protection All production points will be washed of construction debris. Debris will be collected at one point and then moved out of the construction site. During this, behaviours that will damage previous and next productions will be avoided. Measurement Architectural project will be calculated in terms of m². ITB for Construction of Kağızman Livestock Market (AKADP) 58 / 135

59 A.10. OZEL-10 Carpet Floor Covering Description of Work Existing wood, concrete, screed, mosaic etc. be swept in over the surface, burying entirely of wood, the nail heads if adhering laying the appropriate textile flooring material fair, combining smooth and careful seams, all kinds of materials and casualties, work load, horizontal and vertical transport, unloading, labor, tools and equipment costs, including contractor overhead and profit is the price of 1 m2. Quality and Standards to be Followed Contractor will present all materials and necessary manufacturing details to the Engineer for approval. Color and pattern of the materials used will be selected by the Engineer from the recommended manufacturers product range. Contractor shall also prepare samples showing the methods and quality of work to be done in order to get Engineer s approval. The Contractor, if requested by the Engineer, will prepare samples showing methods of the work to be done and quality of the materials. Color of the polycarbonate will be decided by the Engineer. Material Transport and Storage Conditions Will comply with all shipping and storage conditions stipulated by the manufacturer. Principles of Protection All production points will be washed of construction debris. Debris will be collected at one point and then moved out of the construction site. During this, behaviours that will damage previous and next productions will be avoided. Measurement Architectural project will be calculated in terms of m². A.11. OZEL-11 Car Trap Description of Work used for the cap piercing teeth 18 mm. Of steel in thickness, separating from each other tooth structures 100 mm. It is manufactured from profiles. Closed off is designed to withstand 17 tons axle load. All pieces baked powder paint was applied to work in the external environment. Drill shaft on which the teeth were deposited with a 4-point bearing. It is so closed closed flicker on and off, at the same time is a lot more resistant to high axle loads. There is a mechanical locking arm closed in order to disable Measurement It is calculated as the number of trap A.12 OZEL-12 Manure Pit Iron Gate Description of Work according to architectural detail 70 * 70 * 2 mm box profile struts with Ø43 mm with oil paint will work on the preparation of the pipe profile rails between 3 closed box volume. Measurement It is calculated as the number of doors ITB for Construction of Kağızman Livestock Market (AKADP) 59 / 135

60 A.13 OZEL-13 Fire Exit Description of Work Doors will comply with the 9723 regulations. sheet metal of the wings, will be attached to the core of the insulation material. All door components to be completely galvanized. Heat resistance will be painted with enhanced paint. It shall comply with all norms related to fire doors. Total flap thickness will be 60mm in size. Made of galvanized steel profiles to brackets, wall mounting brackets, on-site will be required fittings for installation. It will also be used keyhole to lock the emergency lever on the wings. patented keys with black steel reinforced security doors and outer side of the lever arm lock slot complete with ready-lock system will panic bar on the inside. One of the hinge spring hinge that allows self-closing, will hinge that allows vertical adjustment ball screw with the other. It will also have hydraulic door closer. Provide the correct shutdown sequence editor will be closed. reinforcing plates will be put into the door wings. expanding gaskets placed in accordance with the temperature in the lower edges of the wings and the frame will be. identification plate on the flanks of the sides must be found. Quality and Standards to be Followed Fire Standards: Italian REI 120 of the CNVV / CC of the 9723 Fire resistance: 120 minutes Door Frame: Corner types of galvanized steel. Smoke wick: around door frame, smoke bottle wick heat. Door Wing: 60 mm thick, specially pressed steel box with profile support, rock wool filled steel blades. Hinges: according to DIN standard, wear-resistant, one of spring system hinges allowing the door to close. Door Lock: Yale-type cylinder. Panic: External handle and cylinder lock KMS type panic bars Door Handle: Black thermoplastic material coated door handle, door closer Doors and Exterior Color: projects will be selected by the author Contractor will present all materials and necessary manufacturing details to the Engineer for approval. Color and pattern of the materials used will be selected by the Engineer from the recommended manufacturers product range. Contractor shall also prepare samples showing the methods and quality of work to be done in order to get Engineer s approval. The Contractor, if requested by the Engineer, will prepare samples showing methods of the work to be done and quality of the materials. Color of the polycarbonate will be decided by the Engineer. Material Transport and Storage Conditions Will comply with all shipping and storage conditions stipulated by the manufacturer. Principles of Protection All production points will be washed of construction debris. Debris will be collected at one point and then moved out of the construction site. During this, behaviours that will damage previous and next productions will be avoided. Measurement It is calculated as the number of doors A.14 OZEL-14 Galvanized coated Waterers Description of Work 1000 * 400 * 300 mm in 2.5 mm galvanized steel and 50 * 50 * 2mm box profile made of impactresistant water bowl. Measurement It is calculated as the number of ITB for Construction of Kağızman Livestock Market (AKADP) 60 / 135

61 B. Special Electrical Items Technical Specifications B.1. ÖZEL-ELK-01 2 MP EXTERNAL CAMERA 2MP IP BULLET INT., 1080p@30fps Video Resolution, 1/3 3.1MP Progressive Scan CMOS, TI DaVinci DSP, Motorized Zoom Lens mm, TRUE WDR, IR distance up to 20m, H.264/MJPEG/MPEG-4, Built-in ICR Filter for Day/Night switching, Built-in web server, Motion detection, privacy mask and image snapping, WATERMARK prevent video from tampering, SD, PoE, ONVIF/PSIA, IP66 B.2 ÖZEL-ELK MONİTOR Panel Type Panel Size 32 Maximum Resolution Brightness (cd/m2) 450 LCD Panel 1366x768 Contrast 3000:1 / :1 Visual Angle (Horizontal/Vertical) Pixel Size (Width x Height) (mm) Color Palette Display Area (Vertical x Horizontal) (mm) 178 NO DATA 1.07 Billion NO DATA Panel Life (hours) PIP PAP N/A N/A Multi-display Support YES (Max. 5x5) Color Choices BLACK Dimensions With stand (mm) 803 x 493 x 99 Packaging 883 x 578 x 177 Inputs PC YES HD15 / HDMI Video YES Component / Composite Sound YES Control YES RS232 / LAN-RJ45 Optional Card Inputs YES Outputs Video YES HD15 ITB for Construction of Kağızman Livestock Market (AKADP) 61 / 135

62 Video Signal Speaker Left/Right External Sound Sound Power Control YES Composite YES L/R Back of Screen Hidden YES 10W+10W YES:RS232 B.3 ÖZEL-ELK CHANNEL DVR Compression Format : H-264 Sound Input : N/A Sound Output : 1 CHANNEL Video Out : YES DVD-RW : YES Display Modes : FULL SCREEN Backup Type : YES Language Option : YES Protocols : TCP-IP DDNS Alarm Input : 16 CHANNELS Alarm Output : 4 CHANNELS Power Input : 220V AC Operating System : EMBEDDED LINUS NVR Type : NETWORK RECORDING DEVICES Number of TV - Radio Channels : 16 CHANNELS RECORD PERFORMANCE : 64 MBPS Analog Video Output : HDMI Video Compression Format : H.264 ITB for Construction of Kağızman Livestock Market (AKADP) 62 / 135

63 B.4 ÖZEL-ELK-04 1*150W B.5 ÖZEL-ELK-01 OZ2 1*13W ITB for Construction of Kağızman Livestock Market (AKADP) 63 / 135

64 B.6. ÖZEL-ELK-01 SATELLITE TECHNICAL SPECIFICATIONS SATELLITE Type Offset Ofset Angle Frequency Range GHz Antenna Gain (Ku-Band) 38,9 db - 39,8dB Material Zinc phosphate coated steel sheet Paint Electrostatic polyester powder coating Color Anthracite (RAL-7016) Horizontal axis diameter 87 cm Vertical axis diameter 97 cm LNB holder 40 mm F/D 0.62 Operating temperature Optimal wind resistance 90 km/h Maximum wind resistance 150 km/h MOUNT Type Material Paint (Optional) Angle of rotation Elevation Angle 0-90 Type Galvanized Metal Sheet Electrostatic polyester powder coating Anthracite (RAL-7016) B.7 ÖZEL-ELK OUTPUT LNB Quad- 0,1dB Gold End Connector Output Frequency: GHz Lo:9.75/10.600GHz 4 Universal LNB in one cover With the use of 4 Receivers this LNB can be used independently with one satellite Compatible with Full HD broadcasting F connector rain proof B.8 ÖZEL-ELK-08 STANDING OUTLET BOX STANDING INLET BOX WITH THE PANEL MEASUREMENTS 355 x 560 x 135 mm IP 65, INSIDE THE PANEL 3-PHASE SOCKETS IP65 PROTECTION CLASS 50 CM ABOVE THE GROUND.(ON GALVANIZED BOX PROFILE 50*50*2mm) B.9 ÖZEL-ELK-09 PE 100 HDPE 10 ATU PIPE Product Features Nominal Diameter Unit Purpose of Use Color Type of Packaging 100 mm Meter Cable Protection Black Blue Striped Coil ITB for Construction of Kağızman Livestock Market (AKADP) 64 / 135

65 Type Pipe Type HDPE Standard TS B.10. ÖZEL-ELK-10 BARRIER NON-DECAYING, NON-RUSTING (Barrier and Control Panel, Wireless Safety photocell) Aesthetic appearance provided with rounded contours and with full aluminum body protected against rust. Has been harmonized with all kinds of Access control systems with the control panel microprocessor. 100% continuity with 24V DC motor. Solution for even the most busy places. Operating Temperature-20min.+70max Barrier Weight 40kg Opening Duration 1,5sn-4.5sn Protection Class: IP54 4 mt pipe handle, reflector, LED under handle, Handle End Cover B.11. ÖZEL-ELK-11 I5-4GB RAM 500 GB HDD PC Product Code Memory (MB) DDR RAM4 GB Graphic CardATI R GB DDR3 Warranty Period (years)2 Years ProcessorIntel Core I Operating SystemWindows BRANDCASPER Max RAM (GB)16 GB Hard Disc(GB/RPM)1 TB Card ReaderYes ChipsetIntel H81 Express Chipset Ethernet CardATI R GB DDR3 PROCESSOR TYPEIntel Core I5 Processor Speed (GHz)3,30 GHz Keyboard/MouseYes MODEL4590B Optical DriverDVD/CD Dual Printer Processor BrandIntel MOUSEYes B.12. ÖZEL-ELK-12 BARCODE READER Source of Light 630 nm visible LED Optical System 2048 pixel CCD Reading Distance mm (Code 39, PCS=%90, 20 mil) Scanning Width 160 mm Scanning Speed 450 scan/second Min. Bar Width 4 mil (0.1 mm) Code 39, PCS 90% (during contact) Print Contrast Min. 30% Scan Angle Front:60,Back: 60,Side: 75 Resolution capability Standard all 1D Barcodes (including GS1) Sound Tone 7 tone beep sound or mute Green and Red Led Indıcators (LED) (2 LED in the Cradle unit) Programming Method Enabled by build-in flash memory Barcode Type choice control character selection resolution selection example or latest addition transmission selection Reading confirmation sound selection Trigger selection Programming Options Keyboard language selection ITB for Construction of Kağızman Livestock Market (AKADP) 65 / 135

66 Seri port settings (ACK/NAK, Xon/Xoff, RTS/CTS, good read LED control, start/ stop bits) Wireless selection (special cordless transmission character settings for 8520) PHYSICAL Length 164 mm Width (handle) 30 mm Width (head part) 40 mm Thickness (handle) 56 mm Thickness (head part) 35 mm Weight 250 gram (including batteries) Connector Type RJ-45 jack input Case material ABS plastic Cable 2 m flat cable Communication Communication distance Max. 100 meter Communication type Type: GFSK Modulation Communication Frequency 2.4~2.483 GHZ Communication power 100 mw (Adaptive Frequency System) Electrical Input Voltage 5VDC V operation: 900 mw Power waiting: 150 mw operation: 225 Current waiting: 32 EMC UL, FCC, CE, BSMI, NCC Environmental Features Operating Temperature 0 C ~ 50 C Storage Temperature -20 C ~ 70 C Humidity %10 ~ %90 (noncondensing) Light Level Max Lux Impact resistance 1.5 meter Industrial standard IP42 Warranty Operational 2 years warranty B.13. ÖZEL-ELK-13 Speed dome colored 1/4'' camera, 470 TVL, including montage accessories B.14. ÖZEL-ELK-14 Speed dome control panel B.15. ÖZEL-ELK-15 8 channels full duplex multiplexer B.16. ÖZEL-ELK-16 21'' colored monıtor. 700 TVL C. Mechanic Items Technical Specifications ITB for Construction of Kağızman Livestock Market (AKADP) 66 / 135

67 C.1. ÖZEL.MEK.01 Liquid Soap Machine Built-in bench Capacity 0,5 lt C.2. ÖZEL.MEK.02 Ø25 polyethylene pipes (PE100) C.3. ÖZEL.MEK.03 Warm Cool Washing Machine PUMP PRESSURE: Bar (Adjustable ) WATER VOLUME: 720/900 Lt/S (Adjustable) PUMP TYPE: Original Italian IDROMECCANICA/BERTOLINI ISO9001 Quality Security, CE PISTON SYSTEM 3 Piston, Special Alloy, Ceramic (Wearing Course) MAT SYSTEM: Special Double Team Leak Proof Mat Equipped PUMP SAFETY SYSTEM : By-Pass System, Pressure Safety Regulator. SAFETY SYSTEM : Individual Application Controlled (Contacted) ELECTRICITY INSTALLATION: Pump and Boiler Engine Current and Engine Preserver Relay ELECTRICITY ENGINE VOLTAGE-PHASE: 7,5 Hp/380V - 415V - 3/50 Hz. PRESSURE HOSE: Double Layers Steel Wire Wrapped - R2 DETERGENT (CHEMICAL) TANK: 5Lt. (Adjustable) FUEL/FUEL TANK: Diesel Fuel / 15 Lt. Standard - 25 Lt. Optional FUEL CONSUMPTION: 4-7 Lt./Hour DIESEL FUEL PUMP: Import pump+cofi Italian Team Set IGNITION GROUP: Import pump+cofi İtalian Team Set IGNITION : Vertical Type Bougie /Electrode Ignition POWER TRANSFER: Coupled (Belt and no hoop) IGNITION CHAMBER : Double Wall Steel Tin HEATING SYSTEM : Advanced Heater, Double Order Bobbin (streamer) Turbo System WATER HEAT : 30 / 120 Degree (Thermostat Detected) STEAM PRESSURE: 30 / 60 Bar WHEELS: Rear Fixed, Frontal Movable (Locked) DIMENSIONS: U. 110cm - G. 78cm - Y. 74cm EXTERNAL CABINET: Long Term, Resistible to Strikes, 3 Folds Polyester STANDARD ACCESORY: High Pressure Hose, Gun Detergent Adjustment Nozzle. OPTIONAL: Irrigated Sanding Apparatus, Rotojet (Rotary Impact Nozzle) Channel Jet Nozzle PUMP PRESSURE: Bar (Adjustable) WATER FLOW: 720/900 Lt/S (Adjustable) CE PISTON SYSTEM: 3 Piston, Special Alloys, Ceramics (Wear-Resistant) SEAL SYSTEM: Special Double Set Sealed PUMP SECURITY SYSTEM: Pressure Security Regulator with By-Pass System SECURITY SYSTEM: Individual User Controller (Contacted) ITB for Construction of Kağızman Livestock Market (AKADP) 67 / 135

68 Section 5: Bid Submission Form 2 (This should be written in the Letterhead of the Bidder. Except for indicated fields, no changes may be made in this template.) To: United Nations Development Programme Birlik Mah. Katar. Cad. No:11 Cankaya/Ankara/Turkey Attention: Güray Balaban, Civil Works Procurement and Contracts Officer ANKARA 11/5/2017 Dear Sir/Madam: We, the undersigned, hereby offer to supply the goods and related services required for Construction of Kars Kağızman Livestock Market in accordance with your Invitation to Bid dated We are hereby submitting our Bid, which includes the Technical Bid and Price Schedule. We hereby declare that : a) All the information and statements made in this Bid are true and we accept that any misrepresentation contained in it may lead to our disqualification; b) We are currently not on the removed or suspended vendor list of the UN or other such lists of other UN agencies, nor are we associated with, any company or individual appearing on the 1267/1989 list of the UN Security Council; c) We have no outstanding bankruptcy or pending litigation or any legal action that could impair our operation as a going concern; and d) We do not employ, nor anticipate employing, any person who is or was recently employed by the UN or UNDP. We confirm that we have read, understood and hereby fully accept the Schedule of Requirements and Technical Specifications describing the duties and responsibilities required of us in this ITB, and the General Terms and Conditions of UNDP s Standard Contract for this ITB. We agree to abide by this Bid for 90 days. We undertake, if our Bid is accepted, to initiate the supply of goods and provision of related services not later than the date indicated in the Data Sheet. We fully understand and recognize that UNDP is not bound to accept this Bid, that we shall bear all costs associated with its preparation and submission, and that UNDP will in no case be responsible or liable for those costs, regardless of the conduct or outcome of the evaluation. We remain, Yours sincerely, Date : Signature and Stamp : Name and Last Name : Title : Bidder s Legal Title : 2 No deletion or modification may be made in this form. Any such deletion or modification may lead to the rejection of the Bid. ITB for Construction of Kağızman Livestock Market (AKADP) 68 / 135

69 Section 6: Documents Establishing the Eligibility and Qualifications of the Bidder Bidder Information Form 3 Date: [insert date (as day, month and year) of Bid Submission] ITB No.: UNDP-TUR-ITB-PROJ(AKADP)2017/03 Page of pages 1. Bidder s Legal Name 2. In case of Joint Venture (JV), legal name of each party: [insert legal name of each party in JV]Not applicable. 3. Actual or intended Country/ies of Registration/Operation: [insert actual or intended Country of Registration] 4. Year of Registration in its Location: [insert Bidder s year of registration] 5. Countries of Operation 6. No. of staff in each Country 7.Years of Operation in each Country 8. Legal Address/es in Country/ies of Registration/Operation: [insert Bidder s legal address in country of registration] 9. Value and Description of Top three (3) Biggest Contract for the past five (5) years 10. Latest Credit Rating (Score and Source, if any) 11. Brief description of litigation history (disputes, arbitration, claims, etc.), indicating current status and outcomes, if already resolved. 12. Bidder s Authorized Representative Information Name: [insert Authorized Representative s name] Address: [insert Authorized Representative s Address] Telephone/Fax numbers: [insert Authorized Representative s telephone/fax numbers] Address: [insert Authorized Representative s address] 13. Are you in the UNPD List or UN Ineligibility List? (Y / N) Link for checking: Attached are copies of original documents of: All eligibility document requirements listed in the Data Sheet The document(s) (e.g. trade registration gazette or equivalent etc.) that prove(s) the constitution of the Company named as the Bidder, above. The document(s) (e.g. trade registration gazette or equivalent etc.) that demonstrate(s) change(s) (i.e. title, address, shareholding structure) and current status of the Company, named as the Bidder, above. Signature Circular and/or Power of Attorney, demonstrating authority to sign on behalf of the Bidder, certified by the notary public. 3 The Bidder shall fill in this Form in accordance with the instructions. Apart from providing additional information, no alterations to its format shall be permitted and no substitutions shall be accepted. ITB for Construction of Kağızman Livestock Market (AKADP) 69 / 135

70 Form 2: History of Non-performing Contracts and Litigation (to be printed on company letterhead, signed, dated and stamped) Bidder s Legal Name Date / /2017 Page of Non-performing Contracts: Contract non-performance did not occur during the last 5 years (2012 and onwards) Contract non-performance occurred during the last 5 years (2012 and onwards) Year Outcome as % of Total Assets Contract Identification Total Contract Value (TRY, Equivalent) Contract Identification: Name of Employer: Address of Employer: Matter in dispute: Litigation History* No litigation history Litigation history Year Outcome as % of Total Assets Contract Identification Total Contract Value (TRY, Equivalent) Contract Identification: Name of Employer: Address of Employer: Matter in dispute: Contract Identification: Name of Employer: Address of Employer: Matter in dispute: * All information regarding any past and current litigation during the last five (5) years, in which the bidder is involved, indicating the parties concerned, the subject of the litigation, the amounts involved, and the final resolution if already concluded. Name Title Date Signature ITB for Construction of Kağızman Livestock Market (AKADP) 70 / 135

71 Form 3: Financial Situation (to be printed on company letterhead, signed, dated and stamped) Bidder s Legal Name Date / /2017 Page of Financial information in TRY equivalent Information from Balance Sheet Total Assets (TA) Total Liabilities (TL) TA/TL Ratio Net Worth (NW) Average Current Assets (CA) Current Liabilities (CL) CA/CL Ratio Information from Income Statement Total Revenue (TR) Profits Before Taxes (PBT) Attached are copies of financial statements (balance sheets, including all related notes, and income statements) for the years required above complying with the following conditions: * Must reflect the financial situation of the Bidder * Historical financial statements must be audited by a certified accountant * Historical financial statements must be complete, including all notes to the financial statements * Historical financial statements must correspond to accounting periods already completed and audited Name Title Date Signature ITB for Construction of Kağızman Livestock Market (AKADP) 71 / 135

72 Form 4: Financial Resources (to be printed on company letterhead, signed, dated and stamped) Cash and Credit position as of submission date (TRY*) Bank Available Cash Unused Cash Credit Credit Letter Total A B C A+B+C * If the bank reference letter currencies are other than Turkish Lira, they should be converted into Turkish Lira using March UN Operational Exchange rate in March 2016 (1 US$ = TL) Name Title Date Signature ITB for Construction of Kağızman Livestock Market (AKADP) 72 / 135

73 Form 5: Average Annual Construction Turnover (to be printed on company letterhead, signed, dated and stamped) Bidder s Legal Name Date / /2017 Page of Annual Construction Turnover Amount* (A) Currency (B) Exchange Rate** (C) TRY Equivalent Amount (D=A*C) Update Multiplier *** (E) Updated TRY Equivalent (F=D*E) Average The information above complies with the following conditions: * Annual Construction Turnover is calculated as total certified payments received for work in progress or completed. Attach copies of progress payments or work completion certificates. In case the progress payments or work completion certificate amount is in TRY, columns (A), (B) and (C) will not be used. Otherwise amount stated in column (A) will be multiplied by exchange rate in (C) written in column (D). ** If the subject matter currency (i.e. the currency of the work completion certificate, income statement etc.) is other than Turkish Lira (TRY), the conversion (selling prices) or cross rates for the reference dates given in below table and available at the web page of Central Bank of Republic of Turkey ( are to be used. The following table provides the reference dates for each eligible year. The conversion rates or cross rates to be used by Offeror should be the conversion rates or cross rates stated for the reference dates in the following table. *** The update multiplier is determined by Turkish Public Procurement Authority to arrive the current value of the work completion amounts achieved in previous years. Year Reference Institution Reference Date 1 USD = 1 EUR= 2012 Central Bank of the Republic of Turkey 2013 Central Bank of the Republic of Turkey 2014 Central Bank of the Republic of Turkey 2015 Central Bank of the Republic of Turkey 2016 Central Bank of the Republic of Turkey TRY 1,3193 USD TRY USD TRY USD TRY USD TRY USD Name Title Date Signature ITB for Construction of Kağızman Livestock Market (AKADP) 73 / 135

74 Form 6: Single Similar Work Experience 1 (to be printed on company letterhead, signed, dated and stamped) Bidder s Legal Name Date / /2017 Page of Ref No: Project title Award Date (MM/YYYY) Completion Date (MM/YYYY) Role in Contract (contractor OR subcontractor) Total Contract Amount (TRY**) Updated Total Contract Amount*** (TRY) Proportion of the total contract amount carried out by the Bidder (%) Employer Detailed description of project Type of services provided The information above complies with the following conditions: * Reference construction work, completed in 2012 and onwards * Substantiated by the attached copy of work completion certificates and progress payments. * Role as contractor or sub-contractor. * Similar work experience is the superstructure-related construction works on building, hospital, livestock market etc. (for details please refer to Communiqué of Public Procurement Authority (KİK) for Similar Construction Experience Groups for Works, Official Gazette dated 11 June 2011 Number: 27961) (Attachment 1- List for Similar Construction Experience Groups (B) Superstructure (Building) Works I. Group, II. Group and III. Group,) ( Note: Design and supervision services are not considered similar work experience. ** If the subject matter currency (i.e. the currency of the work completion certificate, income statement etc.) is other than Turkish Lira (TRY), the conversion (selling prices) or cross rates for the reference dates given in below table and available at the web page of Central Bank of Republic of Turkey ( are to be used. The following table provides the reference dates for each eligible year. The conversion rates or cross rates to be used by Offeror should be the conversion rates or cross rates stated for the reference dates in the following table. *** Below given update multiplier figures corresponding to the year of the document (work completion certificate, progress payment) must be used to arrive the current value of the work completion amounts achieved in previous years. Year Reference Institution Reference Date 1 USD = 1 EUR= Year Reference Institution Multiplier 2012 Central Bank of the Republic of Turkey TRY TRY 2012 Public Procurement Authority Central Bank of the Republic of Turkey TRY TRY 2013 Public Procurement Authority Central Bank of the Republic of Turkey TRY TRY 2014 Public Procurement Authority Central Bank of the Republic of Turkey TRY TRY 2015 Public Procurement Authority Central Bank of the Republic of Turkey TRY TRY 2016 Public Procurement Authority 1.00 ITB for Construction of Kağızman Livestock Market (AKADP) 74 / 135

75 Form 7: Single Similar Work Experience 2 (Steel Construction) (to be printed on company letterhead, signed, dated and stamped) Bidder s Legal Name Date / /2017 Page of Ref No: Project title Award Date (MM/YYYY) Completion Date (MM/YYYY) Role in Contract (contractor OR subcontractor) Total Contract Amount (TRY**) Updated Total Contract Amount*** (TRY) Proportion of the total contract amount carried out by the Bidder (%) Employer Detailed description of project Type of services provided The information above complies with the following conditions: * Reference construction work, completed in 2012 and onwards * Substantiated by the attached copy of work completion certificates and progress payments. * Role as contractor or sub-contractor. Similar work experience 2 (Steel Construction) is the superstructure-related construction works of which load-bearing elements and/or Roof are steel constructed; such as building, hospital, livestock market etc. (for details please refer to Communiqué of Public Procurement Authority (KİK) for Similar Construction Experience Groups for Works, Official Gazette dated 11 June 2011 Number: 27961) (Attachment 1- List for Similar Construction Experience Groups (B) Superstructure (Building) Works I. Group, II. Group and III. Group, ( Note: Design and supervision services are not considered similar work experience. ** If the subject matter currency (i.e. the currency of the work completion certificate, income statement etc.) is other than Turkish Lira (TRY), the conversion (selling prices) or cross rates for the reference dates given in below table and available at the web page of Central Bank of Republic of Turkey ( are to be used. The following table provides the reference dates for each eligible year. The conversion rates or cross rates to be used by Offeror should be the conversion rates or cross rates stated for the reference dates in the following table. *** Below given update multiplier figures corresponding to the year of the document (work completion certificate, progress payment) must be used to arrive the current value of the work completion amounts achieved in previous years. Year Reference Institution Reference Date 1 USD = 1 EUR= Year Reference Institution Multiplier 2012 Central Bank of the Republic of Turkey TRY TRY 2012 Public Procurement Authority Central Bank of the Republic of Turkey TRY TRY 2013 Public Procurement Authority Central Bank of the Republic of Turkey TRY TRY 2014 Public Procurement Authority Central Bank of the Republic of Turkey TRY TRY 2015 Public Procurement Authority Central Bank of the Republic of Turkey TRY TRY 2016 Public Procurement Authority 1.00 ITB for Construction of Kağızman Livestock Market (AKADP) 75 / 135

76 Section 7: Technical Bid Form INSERT TITLE OF THE ITB Name of Bidding Organization / Firm: Country of Registration: Name of Contact Person for this Bid: Address: Phone / Fax: SECTION 1: EXPERTISE OF FIRM/ ORGANISATION This section should fully explain the Bidder s resources in terms of personnel and facilities necessary for the performance of this requirement. 1.1 Brief Description of Bidder as an Entity: Provide a brief description of the organization / firm submitting the Bid, its legal mandates/authorized business activities, the year and country of incorporation, and approximate annual budget, etc. Include reference to reputation, or any history of litigation and arbitration in which the organisation / firm has been involved that could adversely affect or impact the delivery of goods and/or performance of related services, indicating the status/result of such litigation/arbitration Financial Capacity: Based on the latest Audited Financial Statement (Income Statement and Balance Sheet) describe the financial capacity (liquidity, stand-by credit lines, etc.) of the bidder to engage into the contract. Include any indication of credit rating, industry rating, etc Track Record and Experiences: Provide the following information regarding corporate experience within at least the last five (5) years which are related or relevant to those required for this Contract. Name of project Client Contract Value Period of activity Types of activities undertaken Status or Date Completed References Contact Details (Name, Phone, ) ITB for Construction of Kağızman Livestock Market (AKADP) 76 / 135

77 SECTION 2: SCOPE OF SUPPLY, TECHNICAL SPECIFICATIONS, AND RELATED SERVICES This section should demonstrate the Bidder s responsiveness to the specification by identifying the specific components proposed, addressing the requirements, as specified, point by point; providing a detailed description of the essential performance characteristics proposed; and demonstrating how the proposed bid meets or exceeds the specifications. Part 1.1 Scope of Civil Works: This part of the technical bid should provide a detailed description of the civil works services to be rendered in order for timely and successful completion of the project. Bidder should clearly demonstrate in this section that they have fully understood the Schedule of Requirements & Technical Specifications, and that they agree to perform the civil works services in accordance with the requirements and specifications therein. Please fill in Part 1.1.a (below) Part 1.2. Technical Quality Assurance Mechanisms: The bid shall also include details of the Bidder s internal technical and quality assurance review mechanisms, all the appropriate quality certificates, export licenses (if applicable) and other documents attesting to the superiority of the quality of the goods and technologies to be supplied. Please refer to the quality assurance mechanisms defined as minimum requirements in the Schedule of Requirements & Technical Specifications. Part 1.3. Reporting and Monitoring: Please provide a brief description of the mechanisms proposed for this project for reporting to the UNDP and partners, including a reporting schedule. Please refer to the Schedule of Requirements & Technical Specifications and relevant clauses of the general conditions. Part 1.4. Subcontracting: Explain whether any work would be subcontracted, to whom, how much percentage of the work, the rationale for such, and the roles of the proposed sub-contractors. Special attention should be given to providing a clear picture of the role of each entity and how everyone will function as a team. Part 1.5. Risks / Mitigation Measures: Please describe the potential risks for the implementation of this project that may impact achievement and timely completion of expected results as well as their quality. Describe measures that will be put in place to mitigate these risks. Please note the weather conditions in the project site. Part 1.6 Implementation Timelines: The Bidder shall submit a Gantt Chart or Project Schedule indicating the detailed sequence of activities that will be undertaken and their corresponding timing.please see template for Gantt Chart in Part 1.6.a. Part 1.7 Other: Any other comments or information regarding the bid and its implementation. ITB for Construction of Kağızman Livestock Market (AKADP) 77 / 135

78 SECTION 3: PERSONNEL 3.1 Management Structure: Describe the overall management approach toward planning and implementing the contract. Include an organization chart for the management of the contract, if awarded. 3.2 Staff Time Allocation: Provide a spreadsheet will be included to show the activities of each personnel involved in the implementation of the contract. Where the expertise of the personnel is critical to the success of the contract, UNDP will not allow substitution of personnel whose qualifications had been reviewed and accepted during the bid evaluation. (If substitution of such a personnel is unavoidable, substitution or replacement will be subject to the approval of UNDP. No increase in costs will be considered as a result of any substitution). 3.3 Qualifications of Key Personnel. Provide the CVs for key personnel (Team Leader, Managerial and general staff) that will be provided to support the implementation of this project. CVs should demonstrate qualifications in area of expertise relevant to the Contract. Please use the format below: Name: Role in Contract Implementation: Nationality: Contact information: Countries of Relevant Work Experience: Language Skills: Education and other Qualifications: Summary of Experience: Highlight experience in the region and on similar projects. Relevant Experience (From most recent): Period: From To e.g. June 2012-January 2013 Etc. Etc. References (minimum of 3): Declaration: Name of activity/ Project/ funding organisation, if applicable: Name Designation Organization Contact Information Address; Phone; ; etc. Job Title and Activities undertaken/description of actual role performed: I confirm my intention to serve in the stated position and present availability to serve for the term of the proposed contract. I also understand that any wilful misstatement described above may lead to my disqualification, before or during my engagement. Signature of the Nominated Team Leader/Member Date Signed ITB for Construction of Kağızman Livestock Market (AKADP) 78 / 135

79 SECTION 4: Equipment Commitment Form Guidance note: the equipment commitment form should be printed on company letterhead, signed by the authorized representative(s) of the bidder, dated and stamped. The bidder must demonstrate that it will have access, at the minimum, to the key equipment, listed hereafter. The list of equipment hereafter is will be used as minimum benchmark for assessment of bids. However, the bidders should propose an extensive list of required equipment to successfully complete the works. The bidders list must match their approach to the works and demonstrate their understanding and ability to complete the works satisfactorily. Fields with asterisk (*) shall be used for evaluation. To: UNDP, Birlik Mah Cad. No: 11, Çankaya Ankara Subject: Invitation to Bid for Construction of Livestock Market in Ardahan, within the Scope of Ardahan Kars Artvin Development Project. We, the undersigned, undertake to commit at the minimum the following equipment for the subject matter, civil works. [Signature of the Authorized Representative(s) of the Bidder] Name: [Insert name(s) of the Authorized Representative(s) of the Bidder] In the Capacity of [insert capacity of person signing the application] Duly authorized to sign the application for and on behalf of: [insert full name of Bidder] Address [insert street number/town or city/country address] Dated on [insert the date: DD/MM/YYYY] Equipment Information on the Equipment Current Status Source Manufacturer Model and Power Rating Capacity* Year of Manufacture Current Location Details of current commitments Select the option that applies Excavator with hydraulic breakers no: 1 MINI EXCAVATOR (JCB TYPE) no: 2 Owned Rented Leased Owned Rented Leased ITB for Construction of Kağızman Livestock Market (AKADP) 79 / 135

80 Loader no: 1 Owned Rented Leased Dump Truck No:1 Owned Rented Leased Dump Truck No:2 Owned Rented Leased Dump Truck No:3 Owned Rented Leased Compactor no:1 Owned Rented Leased Concrete Vibrator no:1 Concrete Vibrator no:2 Owned Rented Leased Owned Rented Leased Add here needed machinery and equipments for successful construction of Animal Livestock Market Owned Rented Leased Owned Rented Leased ITB for Construction of Kağızman Livestock Market (AKADP) 80 / 135

81 SECTION 5: Work Programme Guidance note: The work programme shall be read in conjunction with the instructions to bidders, general and special conditions of contract, schedule of requirements and technical specifications statement of works, and technical drawings and shall set forth the bidder s best estimate, at the time of preparation of the bid, of the time(s) required for the various key tasks required to execute the works in accordance with the information provided in the aforementioned bid documents. The key tasks and activities for which execution times are to be detailed in the work programme shall include, but not be restricted to, the various activities as specified in the schedule of requirements and technical specifications statement of works and the price schedule etc. Bidders shall add such further details as may, in their assessment, be deemed necessary to fully clarify the work programme and justify overall time required to complete the civil works. The Contractor shall commence and complete construction works, required through this ITB, latest by 180 (one hundred eighty) days following site delivery through the Notification for Commencement to Proceed, in line with the work plan to be submitted by the Contractor and approved by UNDP. The 180 days duration will cover both working period with construction activities and non-working period with no construction activities. It is the bidder s responsibility to collect all the necessary information regarding the construction season in the site locations and come up with a realistic work programme. Tasks Week 01 Week 02 Week 03 Week 04 Week 05 Week Mobilise Personnel and Equipment; and set-up Site Facilities Construction Activities Demobilise Personnel and Equipment; remove Site Facilities; and restore Site to original condition. 9.1 [Signature of the Authorized Representative(s) of the Bidder] Name: [Insert name(s) of the Authorized Representative(s) of the Bidder] In the Capacity of [insert capacity of person signing the application] Duly authorized to sign the application for and on behalf of: [insert full name of Bidder] Address [insert street number/town or city/country address] Dated on [insert the date: DD/MM/YYYY] ITB for Construction of Kağızman Livestock Market (AKADP) 81 / 135

82 Section 8: Price Schedule Form The bidders shall prepare their prices with due consideration of the below conditions: 1) The Price Schedule must provide a detailed cost breakdown for each item. The components comprising the total price must provide sufficient detail to allow UNDP to determine compliance of Offer with requirements as per Statement of Works of this ITB. 2) All prices/rates quoted must be exclusive of all taxes, since the UNDP is exempt from taxes as detailed in Data Sheet No:37. 3) The format shown on the following pages must be used in preparing the price schedule. 4) If there is a discrepancy between the unit price and the total price that is obtained by multiplying the unit price and quantity, the unit price shall prevail and the total price shall be corrected. If the Bidder does not accept the correction of errors, its Bid will be rejected 5) All prices shall be quoted in TRY. 6) Price Schedules not submitted in this format may be rejected. 7) All prices will include all types of costs, like transportation of the material and equipment to and from the sites, water drainage, variation in soil conditions, direct and indirect nature, associated with the satisfactory completion of each work item in accordance with Statement of Works/Technical Drawings and in overall in accordance with the Conditions of Contract, to be incurred by the Contractor until final delivery to UNDP. 8) All Bidders are strongly recommended to visit the sites in which the civil works will be constructed or obtain necessary information locally, prior to preparation of their bids in order to determine the basis for their technical bid and price schedule. Failure to conduct site visit does not constitute any legal basis for any claim for price changes, etc. whatsoever as regard to contract conditions and the bid. i.e. No additional payment shall be made to the successful Bidder due to its failure to make a site visit before submitting its bid. 10) Each item listed in the Price Schedule, being based on the Bill of Quantities, shall be inclusive of all other costs (that are not costed through BOQ) whether direct and indirect nature associated with the satisfactory completion of each work item in accordance with Statement of Works/Technical Drawings and in overall in accordance with the Conditions of Contract. 11) The Contractor shall provide the with office space, and cover all associated costs thereof, during the supervision of construction. The associated costs shall be taken into account while calculating the prices. ITB for Construction of Kağızman Livestock Market (AKADP) 82 / 135

83 DETAILED PRICE SCHEDULE CONSTRUCTION OF KAĞIZMAN LIVESTOCK MARKET A. Structural Works - Kağızman Livestock Market A1. Structural Works - Construction Items - Kağızman Livestock Market No Index No Item Description Unit 1 MSB.322/A1 Pouring of concrete in C 20/25 m Y /1A 3 Y /2B 4 Y /04 5 Y /08 Excavation of all soft and hard soil in every depth and width with machine (5 km transportation is included) Excavation of all soft and hard soil in every depth and width with machine (Deep excavation) (5 km transportation is included) By supplying gravel, laying with hand, making irrigation and compression (30 km transportation is included) By supplying angular aggregate, laying with hand, making irrigation and compression (30 km transportation is included) # of units m³ 680 m³ 3,140 m³ 2,310 m³ 610 Unit Price (TRY) Price (TRY) 6 Y /03 Pouring of concrete in C 16/20 compressive strength class produced in concrete plant or bought and compressed with concrete pump (concrete shipping included) m³ Y /04 Pouring of concrete in C 20/25 compressive strength class produced in concrete plant or bought and compressed with concrete pump (concrete shipping included) m³ Y /21 Ø 100 mm radius, PVC based corruge drainage pipe supplying and placing m Y /03 Making flat-surfaced reinforced-concrete formwork with Plywood m² 3, Y /04 Making curved-surfaced reinforced-concrete formwork with metal sheet (transportation is included) m² Y /C11 Making falsework with steel pipe (between 0,00-4,00m ) m³ 3, Y /C11 Making falsework with steel pipe (between 0,00-51,50m) m² 472 ITB for Construction of Kağızman Livestock Market (AKADP) 83 / 135

84 13 Y /C13 Making full security scaffold for ceilings with steel pipe (between 0,00-21,50m) m³ Y Placing welded wire fabric 3,001-10,000 kg/m² (including 10,000 kg/m²) Ton Y Ø 8- Ø 12 mm deformed concrete reinforcing steel bar, cutting bars, bending and placing Ton Y Ø mm deformed concrete reinforcing steel bar, cutting bars, bending and placing Ton Y Making and placing roof truss with structural shape. Ton 8 18 Y Making carcass and framework with all kinds of structural shape, steel bars and plates ( framework, beams from structural shape at necks, head pieces joints etc. ) Ton Y /02 Dyeing iron surfaces with double anti-rust and double synthetic dye m² 2,870 Sub Total A1. Structural Works - Construction Items - Kağızman Livestock Market GRAND TOTAL A. Structural Works - Kağızman Livestock Market (A1) Date : Signature and Stamp : Name and Last Name : Title : Bidder s Legal Title : ITB for Construction of Kağızman Livestock Market (AKADP) 84 / 135

85 B. Architectural Works - Kağızman Livestock Market B1. Architectural Works - Field Architectural Items - Kağızman Livestock Market No Index No Item Description Unit /İB-1 Wired fence 2.63 m with concrete poles m KGM/6000 Making subbase with crushed hearthstone material m³ MSB.521/B2 Making Painted,Trapezoidal sectioned plate roofing m² 1,290 4 ÖZEL 14 Galvanized coated Waterers ad ÖZEL 2 Preparation Of Parapets Using Galvanized Shaped Tube m ÖZEL 3 Manufacturing and Installation of Paddock Doors ad 56 7 ÖZEL 4 Manufacturing and Installation of Ramp Doors ad 11 8 ÖZEL 5 Made from hollow sections and sheet iron door m ÖZEL 6 Disinfection Passage (Turnkey) ad 1 10 ÖZEL 7 Cattle Scales (3000 kg) ad 1 11 Y /032 Steam cured concrete paving with stone flooring (transportation is included) m² 3, Y /061 laying white cement steam cured concrete curbs (transportation is included) m 242 Sub Total B1. Architectural Works - Field Architectural Items - Kağızman Livestock Market # of units Unit Price (TRY) Price (TRY) B2. Architectural Works - Office Architectural Works - Kağızman Livestock Market No Index No Item Description Unit /D /008A double -frame suspension system suspended ceiling with water and fire -resistant gypsum wall board Laying 10 cm thickness fiberglass blanket over roof space flooring (Fiberglass blanket - 50 kg/m³ density) and water vapour permeable waterproof sheet # of units m² 105 m /23 ALUMINIUM SHEET STRIP SUSPENDED CEILING (OUTDOOR) m² /3 3 mm thick coating of fillers on fine plaster, stucco etc. surfaces m² A04 Fixing internal and external doors with embbed roller ( Narrow and Wide types ) Ea 6 Unit Price (TRY) Price (TRY) ITB for Construction of Kağızman Livestock Market (AKADP) 85 / 135

86 6 A08 Fixing doorhandles and mirrors ( with chrome plating ) Ea 6 7 A11 Replacing the hinges Ea 18 8 MSB.521/B2 Making Painted,Trapezoidal sectioned plate roofing m² MSB.922/A 13 mm Compact Laminat ile Bölme Panosu ve Kapı Yapılması m² 8 10 ÖZEL 01 Composite siding M ÖZEL 09 Vapor barrier m ÖZEL 10 Carpet floor covering m ÖZEL 11 Car Trap ad 2 14 ÖZEL 13 Fire exit ad 1 15 Y /20C02 16 Y /20C06 17 Y / Y /009 Making wall with 10 cm thickness non-structural pumice concrete wall blocks (with pumice concrete glue) (min. 1,50 N/mm² ve kg/m³, except 900 kg/m³ ) Making wall with 19 cm thickness non-structural pumice concrete wall blocks (with pumice concrete glue) (min. 1,50 N/mm² ve kg/m³, except 900 kg/m³ ) Making double water isolation with 3 mm and 4 mm thickness elastomer-based (-10 cold bending) polymer bitumen sheetings with polyester mat carrier Making double water isolation with 3 mm and 4 mm thickness elastomer-based (-20 cold bending) polymer bitumen sheetings with polyester mat carrier m² 46 m² 225 m² 116 m² Y / gr / m² weight in laying geotextile m² Y /003 Making external heat isolation and heat insulation plastering on outer wall with 5 cm thickness textured surface or textured rebate extruded polystyrene tiles (XPS kpa m² 271 pressure resistant) (Jacketing) 21 Y /003 5 cm thick surface smooth sheets ( XPS kpa pressure resistant) by performing thermal insulation on the basement waterproofing curtain m² Y /003 Making external heat isolation and heat insulation plastering on outer wall with 5 cm thickness textured surface or textured rebate extruded polystyrene tiles (XPS kpa m² 232 pressure resistant) (Jacketing) 23 Y /025 Cement based, polymer -modified two-component total thickness of 1.5 mm waterproofing in 2 coats with ready to use mortar insulation m² Y /C11 Making falsework with steel pipe (between 0,00-51,50m) m² Y /C13 Making full security scaffold for ceilings with steel pipe (between 0,00-21,50m) m³ 580 ITB for Construction of Kağızman Livestock Market (AKADP) 86 / 135

87 26 Y /06 OSB / 3 coating on the roof m² Y /01 Laminate flooring m² Y /01 The massive wooden table top internal door frames and moldings m² Y /03 Laminate coated with panels made from both sides of the wood fiber ( MDF ) pressed, craft filled inner door panel production and fitting m² Y Making and placing doors and windows with square and rectangle structral shapes kg Y /L Powder coated insulated aluminum joinery manufacture and putting in place kg Y /01 Dyeing iron surfaces with double anti-rust paint m² Y /21 Water-based primer applied two coats semi-matte paint on new flatter surfaces (interior) m² Y /22 35 Y /05 36 Y / Y /304A 38 Y /405A LUSTER done by applying water-based paint two coats of satin lining on plaster and plasterboard surfaces (interior) Dyeing Exposed concrete, plastered or old painted surfaces, with undercoat applied siliconbased water based painting (exterior wall) 20 x 25 cm) or (20 x 30 cm) in nominal sizes, in all kinds of patterns and surface features, I.kalit to 3 mm spaced wall coverings with joints made of white ceramic wall tiles (with tile adhesive) 30 x 30 cm) or (33 x 33 cm) in nominal sizes, in all kinds of patterns and surface features, I.kalit to 3 mm spaced wall coverings with joints made of white ceramic wall tiles (with tile adhesive) 40 x 40 cm in nominal sizes, in all kinds of patterns and surface features, I.kalit to 3 mm spaced wall coverings with joints made of white ceramic wall tiles (with tile adhesive) m² 105 m² 271 m² 130 m² 20 m² Y /042A Making external windowledge with 3 cm thickness coloured marble tiles ( 3cmx cmxfree length ) ( glazed ) m² 7 40 Y /052A Making parapet e with 3 cm thickness coloured marble tiles ( 3cmx cmxfree length ) ( glazed ) m² Y /01 Plastering with 250/350 kg cement dosed rendering and plastering morta (exterior wall) m² Y /02 Plastering with 200/250 kg cement/lime mixed rendering and plastering mortar (exterior wall) m² Y /03 250/350 kg kireç/çimento karışımı kaba ve ince harçla sıva yapılması (tavan sıvası) m² Y /08 STUCCO CONTAINING CEMENT m² Y LEVELING COARSE m² 145 ITB for Construction of Kağızman Livestock Market (AKADP) 87 / 135

88 46 Y cm thick made of 400 kg of cement dose alum m² Y /C04 Fixing PVC and aluminium joinery section and 6+6 mm thickness 12 mm interstitial spaced double glassed window units Sub Total B2. Architectural Works - Office Architectural Works - Kağızman Livestock Market m² 310 B3. Architectural Works - Quarantine Architectural Works - Kağızman Livestock Market No Index No Item Description Unit # of units Existing wood, steel, concrete beams or aşıklı on the roof (4 cm), polystyrene filled (top /10 mm trapezoidal lower 0.50 mm thick flat) Aluminium sheets (EN AW 3003, Al-Mn1 Cu) and m² 140 made of insulated roofing 2 A04 Fixing internal and external doors with embbed roller ( Narrow and Wide types ) Ea 3 3 A08 Fixing doorhandles and mirrors ( with chrome plating ) Ea 3 4 A11 Replacing the hinges Ea 9 5 Y /20C06 6 Y /008 7 Y /009 Making wall with 19 cm thickness non-structural pumice concrete wall blocks (with pumice concrete glue) (min. 1,50 N/mm² ve kg/m³, except 900 kg/m³ ) Making double water isolation with 3 mm and 4 mm thickness elastomer-based (-10 cold bending) polymer bitumen sheetings with polyester mat carrier Making double water isolation with 3 mm and 4 mm thickness elastomer-based (-20 cold bending) polymer bitumen sheetings with polyester mat carrier m² 171 m² 35 m² 35 8 Y / gr / m² weight in laying geotextile m² Y /003 5 cm thick surface smooth sheets ( XPS kpa pressure resistant) by performing thermal insulation on the basement waterproofing curtain m² 35 Making external heat isolation and heat insulation plastering on outer wall with 5 cm 10 Y /003 thickness textured surface or textured rebate extruded polystyrene tiles (XPS kpa m² 140 pressure resistant) (Jacketing) 11 Y /C11 Making falsework with steel pipe (between 0,00-51,50m) m² Y /C13 Making full security scaffold for ceilings with steel pipe (between 0,00-21,50m) m³ Y Making and placing doors and windows with square and rectangle structral shapes kg Y mm thick hot rolled sheet door frame bending done and put in place kg 200 Unit Price (TRY) Price (TRY) ITB for Construction of Kağızman Livestock Market (AKADP) 88 / 135

89 15 Y /L Powder coated insulated aluminum joinery manufacture and putting in place kg Y /12 White lime whitewash three times made the new plaster surfaces (interior) m² Y /05 Dyeing Exposed concrete, plastered or old painted surfaces, with undercoat applied siliconbased water based painting (exterior wall) m² Y /01 Plastering with 250/350 kg cement dosed rendering and plastering mortar (exterior wall) m² Y /02 Plastering with 200/250 kg cement/lime mixed rendering and plastering mortar (exterior wall) m² Y LEVELING COARSE m² Y /C04 Fixing PVC and aluminium joinery section and 6+6 mm thickness 12 mm interstitial spaced double glassed window units m² 20 Sub Total B3. Architectural Works - Quarantine Architectural Works - Kağızman Livestock Market GRAND TOTAL B. Architectural Works - Kağızman Livestock Market (B1+B2+B3) Date : Signature and Stamp : Name and Last Name : Title : Bidder s Legal Title ITB for Construction of Kağızman Livestock Market (AKADP) 89 / 135

90 C. Electrical Works - Kağızman Livestock Market C1. Electric Works -Field Electrical Items- Kağızman Livestock Market No Index No Item Description Unit # of units W.SODIUM VAPOR LIGHTING FIX. AT STEEL, WOOD AND CONCRETE POLES Ea W. SODIUM VAPOR TRANSPARENT TUBE BULB HIGH PRESSURE IGNITION Ea /006 AD1-60/15 TYPE, 70 KG. SINGLE CONSOLE GALVANIZED STEEL RANGE LIGHT POLE Ea PIPELESS FREE PAVED EARTHING LINE 6 mm2 m Ground wire-10 mm² (without pipe) bare stranded or filled copper wire m PIPELESS FREE PAVED EARTHING LINE 16 mm2 m KV UNDERGROUND CABLE, COLUMN AND POWER LINE 3*2.5 mm2 NYY m kv yeraltı kablosu (NYY) -4x16 mm² m Cable tray systems kg KV UNDERGROUND CABLE, COLUMN AND POWER LINE 4*6 mm2 NYY m KV UNDERGROUND CABLE, COLUMN AND POWER LINE 5*2.5 mm2 NYY m LED PRJ. UP TO 60 WATT (220 V. AC.) Ea INTERNAL TYPE LINE TRANSFORMER AND INSTALLATION Ea EXTERNAL TYPE AIR PRESSURE SPEAKER 10 W. Ea TABLE MICROPHONE Ea AMPLIFIER AND INSTALLATION 75 W Ea RACK CABINETS 9U 600 mm * 600 mm 19" Ea FAN MODULE WITH THERMOSTAT BELONGING TO PRODUCT (2 FANS) Ea " RACK TYPE 6-FOLD GROUP SOCKET WITH SAFETY FUSE BELONGİNG TO PRODUCT Ea x0.75mm2 LIH (St)H HALOGEN FREE SIGNAL AND CONTROL CABLE m x2.5mm2 LIH (St)H HALOGEN FREE SIGNAL AND CONTROL CABLE m 160 Unit Price (TRY) Price (TRY) ITB for Construction of Kağızman Livestock Market (AKADP) 90 / 135

91 RG 6/U-6, 75 IMPEDANCE COAXIAL CABLE m ACTIVE CAPTURE TIP AVERAGE WARNING LINE L=60 MT Ea PUNCHEON (FOR ACTIVE CAPTURE TIP) Ea ROOF SURROUNDING AND LOWERING CONDUCTOR 50 mm2 Electrolytic Copper Conductor m mm² elektrolitik bakır tel ile çatı ihata ve indirme iletkenleri tesisatı m GROUND ELECTRODE (ROD), ELECTROLYTIC COPPER Ea PROTECTIVE CONDUCTOR PIPE Ea THERMOWELDING SUPPLEMENT UP TO 115 GR.WELDING DUST Ea 5 30 ÖZEL-ELK-01 2 MP EXTERNAL CAMERA Ea 6 31 ÖZEL-ELK-02 32' MONITOR Ea 1 32 ÖZEL-ELK CHANNEL DVR Ea 1 33 ÖZEL-ELK-08 STANDING OUTLET BOX Ea 7 34 ÖZEL-ELK-09 PE 100 HDPE 10 ATU PIPE m ÖZEL-ELK-10 BARRIER Ea 2 36 ÖZEL-ELK-11 I5-4GB RAM 500 GB HDD PC Ea 1 37 ÖZEL-ELK-12 BARCODE READER Ea 1 Sub Total C1. Electrical Works -Field Electrical Items- Kağızman Livestock Market C2. Electrical Works -Office, Quarantine, Barn - Kağızman Livestock Market No Index No Item Description Unit PIPELESS FREE PAVED EARTHING LINE 4 mm2 m KV UNDERGROUND CABLE, COLUMN AND POWER LINE 4*2.5 mm2 NYY m EMPTY PIPE INSTALLATION (26-37 mm) m GLASS FIBER REINFORCED POLYESTER BODY. U1 1*40 W. FLUORESCENT FIXTURE Ea GLASS FIBER REINFORCED POLYESTER BODY. U1 2*40 W. FLUORESCENT FIXTURE Ea 12 # of units Unit Price (TRY) Price (TRY) ITB for Construction of Kağızman Livestock Market (AKADP) 91 / 135

92 DECORATIVE SUSPENDED CEILING FIXTURE: ATY2-4x18 W Ea DECORATIVE SUSPENDED CEILING FIXTURE: ATY8-4x18 W Ea Etange light outlet (with security line) NORMAL OUTLET (Lines and Outlet lines with unleaded antigrone (NHXMH) material.) Etange light outlet (with security line) SWITCH OUTLET (Lines and Outlet lines with unleaded antigrone (NHXMH) material.) Etange light outlet (with security line) PARALLEL OUTLET (Lines and Outlet lines with unleaded antigrone (NHXMH) material.) Etange socket outlet (with security line) LINES AND OUTLET LINES WITH UNLEADED ANTIGRONE (NHXMH) MATERIAL AND NORMAL SOCKET OUTLET Ea 11 Ea 8 Ea 9 Ea PHONE INSTALLATION OUTLET up to 2 pairs (together with earthing line) Ea INDOOR MAIN LINE SYSTEM up to 2 pairs P.14 m TELEPHONE DISTRIBUTION BOX up to 10 pairs Ea TELEPHONE DISTRIBUTION BOX up to 30 pairs Ea TELEVISION OUTLET Ea BUILDING SURROUNDING CONDUCTOR MM GALVANIZED STEEL SHEET m GROUND ELECTRODE (ROD), ELECTROLYTIC COPPER Ea THERMOWELDING SUPPLEMENT UP TO 115 GR.WELDING DUST Ea 2 20 ÖZEL-ELK-04 1*150W Ea 3 21 ÖZEL-ELK-05 OZ2 1*13W Ea ÖZEL-ELK-06 SATELLITE Ea 1 23 ÖZEL-ELK OUTPUT LNB Ea 1 Sub Total C2. Electrical Works -Office, Quarantine, Barn - Kağızman Livestock Market C3. Electrical Works - Panel, Shifter - Kağızman Livestock Market No Index No Item Description Unit Front cover panel Ea 1 # of units Unit Price (TRY) Price (TRY) ITB for Construction of Kağızman Livestock Market (AKADP) 92 / 135

93 Sıva üstü sac tablo ,50 m² (0,50 m² dahil) Ea Built-in sheet metal tables up to 0,20-0,30m2 (including 0,30 m2) Ea Gömme tip sac tablo ,50 m² (0,50 m² dahil) Ea Automatically insured housing type sheet metal tables with switch 8 fuses Ea Selective paco switches of the type that are mounted on the table up to 3x25 A. (threephase) Ea THERMIC,MAGNETIC SHIELDED POWER SWITCH 3*40 A.(Table wake ( TS EN ) Ea Dry-type thermal protection contactor 3 * 25 a. Ea Selective paco switches of the type that are mounted on the table up to 3 x 100 A. (threephase) Icu:25kA, I1: (0,8-1)In Ea Timer, which is used as timer in lighting control Ea Residual current circuit-breakers up to 4x25 (30 ma) Ea Leakage protection circuit breakers- up to 4x40 A (30 ma) Ea Pano tipi aşırı gerilim koruyucusu, B sınıfı, 230 VAC, 100 ka üç faz, nötr-toprak Ea Automatic control central compensation batteries up to 400v. (27.5 kvar) kvar KA cutting capacity auto safety fuse AUTO SAFETY FUSE WITH SWITCH 25 A. (6KA) (TS EN ) Ea KA cutting capacity auto safety fuse AUTO SAFETY FUSE WITH SWITCH 25 A. (6KA) (TS EN ) Ea PHASE AUTOMATIC SAFETY FUSE WITH SWITCH 16 A. (6KA)(TS EN Ea Switching auto insurance (6 ka) up to -3x40 Ea Three-phase Automatic safety fuse with switch (10 ka)-up to 40 A Ea Switching auto insurance (10 ka) up to -3x60 Ea Measure Current Transformer /5 A. Ea Energy analyzer Ea Three-phase Time Scheduled Electronic Type (Active-Reactive) 3x230/400 V..3x5(7,5) A Counters Ea Sign Lamp up to 250.V Ea 15 ITB for Construction of Kağızman Livestock Market (AKADP) 93 / 135

94 PIPELESS FREE PAVED EARTHING LINE 6 mm2 m PIPELESS FREE PAVED EARTHING LINE 10 mm2 m PIPELESS FREE PAVED EARTHING LINE 16 mm2 m kv yeraltı kablosu (NYY)-3x10 mm² m KV UNDERGROUND CABLE, COLUMN AND POWER LINE 3*50+25 mm2 NYY (TS IEC ) 1KV UNDERGROUND CABLE, COLUMN AND POWER LINE 3*25+16 mm2 NYY (TS IEC ) m 125 m KV UNDERGROUND CABLE, COLUMN AND POWER LINE 4*10 mm2 NYY m KV UNDERGROUND CABLE, COLUMN AND POWER LINE 4*6 mm2 NYY m 70 Sub Total C3. Electrical Works - Panel, Shifter - Kağızman Livestock Market GRAND TOTAL C. Electrical Works - Kağızman Livestock Market (C1+C2+C3) Date : Signature and Stamp : Name and Last Name : Title : Bidder s Legal Title : ITB for Construction of Kağızman Livestock Market (AKADP) 94 / 135

95 D. Mechanical Works - Kağızman Livestock Market D1. Mechanical Works - Plumbing - Kağızman Livestock Market No Index No Item Description Unit Oval sink Ea Pan closet (faience ware extra class) with plastic siphon, 50x60 cm Ea Self rezerv.alafrang in toilet and acc. (1st quality) 35x55 cm Tk Taps (short, perlatürl a ) Class 1 1/2 " Ea Fitted head and hand shower set Ea Sink siphon Ea Touchless basin mixer and installation, with single water inlet (chromic) Ea Soap dish 16x31 cm Ea Sheet (tiles), 16x16 cm Ea Location filter (rigid plastic grille), 10x10 cm Ea Cold water counter (diameter 25 mm, (1 "), screwed) Ea Electrical water heater (80 L, 1800 watt and above) Ea 1 13 ÖZEL.MEK.01 Liquid soap machine (0.5 lt) Ea 5 Sub Total D1. Mechanical Works - Plumbing - Kağızman Livestock Market # of units Unit Price (TRY) Price (TRY) D2. Mechanical Works - Common Plumbing - Kağızman Livestock Market No Index No Item Description Unit # of units Unit Price (TRY) Price (TRY) Pn 20 polypropylene clean water pipe 3/4 "25 / 4,2 mm Polypropylene clean water pipes m Outside diameter 50 mm, wall thickness from 3.2 mm mild Hard Polyvinyl Chloride ( HPVC -U) plastic sewage pipes m 6 ITB for Construction of Kağızman Livestock Market (AKADP) 95 / 135

96 Outside diameter 70 mm, wall thickness from 3.2 mm mild Hard Polyvinyl Chloride ( HPVC -U) plastic sewage pipes Outside diameter 100 mm, wall thickness from 3.2 mm mild Hard Polyvinyl Chloride ( HPVC -U) plastic sewage pipes m 8 m Ball valve, brass tube, teflon joint ring (diameter: 25 mm) Ea Strainers, cast iron, screwed or flanged (diameter: 25 mm) Ea Retraction valve, 25 mm, PN-16; Bodice brass, inner parts complex stainless steel (intercooler disco type) m 1 8 ÖZEL.MEK.02 Ø25 (PE100) polyethylene pipes m ÖZEL.MEK.03 Hot and cold presurrized washing machine bar Ea 1 10 ÖZEL.MEK.04 Peak Grill with side outlet (105x20 cm) Ea 1 Sub Total D2. Mechanical Works - Common Plumbing - Kağızman Livestock Market Grand Total D. Mechanical Works - Kağızman Livestock Market (D1+D2) Date : Signature and Stamp : Name and Last Name : Title : Bidder s Legal Title : ITB for Construction of Kağızman Livestock Market (AKADP) 96 / 135

97 E. Infrastructural Works - Kağızman Livestock Market E1. Infrastructural Works - Water Base - Kağızman Livestock Market No Index No Item Description Unit # of units Unit Price (TRY) Price (TRY) /İB-4 Each category is graded sand-gravel ( / IB-2) and basic manual compression ditch breeding base, base of pipe bedding and pipe making the sheathing m³ Rigid PVC pipes for drinking water (paste muffle, diameter: 25 mm, 10 bar) m 71 3 Y /2B Excavation of all soft and hard soil in every depth and width with machine (Deep excavation) (upto 5 km transportation is included) Sub Total E1. Infrastructural Works - Water Base - Kağızman Livestock Market m³ 45 E2. Infrastructural Works - Valve, flowmeter- Kağızman Livestock Market No Index No Item Description Unit Cold water meter (diameter 40 mm (1 1/2 ), screw) Ea Ball valve, brass tube, teflon joint ring (diameter: 25 mm) Ea 1 Sub Total E2. Infrastructural Works - Valve, flowmeter- Kağızman Livestock Market # of units Unit Price (TRY) Price (TRY) E3. Infrastructural Works - Waste Water- Kağızman Livestock Market No Index No Item Description Unit /1 Steam curing 500 dz prefabricated manhole Ea / /3 Steam curing 500 dz prefabricated housing elements constituting the manhole (H = 0 to 50 meters and 600 DZ joints s fees) Steam curing 500 dz prefabricated housing elements constituting the manhole (H = 0 25 m and 600 DZ joints s fees) # of units Ea 7 Ea 7 Unit Price (TRY) Price (TRY) ITB for Construction of Kağızman Livestock Market (AKADP) 97 / 135

98 / / / / / / / /1-2 Steam curing 500 dz prefabricated housing element with height adjustment manhole constitute (H = variable height and joints 600 dz s fees) BS 18 Concrete (350 dz s) and fabricated frame to be placed on the precast concrete manhole cover (for Parcel Chimneys in the garden) Steam cured rubber gasket, 500 Dzor prefabricated chimney flue inspection body formed with the sleeve (H = 0 to 60 m high, 00 m internal diameter of 1) Steam cured rubber gasket, 500 Dzor prefabricated chimney flue inspection form with the body sleeve (35mt height H = 0, 1 00 m internal diameter) Steam cured rubber gasket, with 500 Dzor prefabricated manholes body height adjustment ring with chimney form (H = mt of variable height and 1 00 m body height adjustment ring elements in internal diameter) Steam cured rubber gasket, 500 Dzor prefabricated chimney flue inspection form with the conical element (1 00 m internal diameter) Steam cured rubber gasket, 500 Dzor prefabricated chimney inspection chimney frame formed with the mounting element Output Ø 200 mm with 500 Dzor, steam curing rubber seals prefabricated manholes connected to the base element constitutes the chimney (1 --1 input output) Outlet diameter Ø 200 mm 500 Dz lu, prefabricated inspection frame with steam cured rubber gasket connection base element and chimney (2 inputs - 1 output) m 7 Ea 7 Ea 7 Ea 7 m 6 Ea 5 Ea 5 Ea 3 Ea Diameter Ø 150 mm (SN 8) PE100 ROOFING OF SHEET SEWER SEWERAGE PIPES m Ø 200 mm (SN 8) LAYING P 100 CORRUGATED SEWER PIPES m /1 Ditches and foundation fill material from the excavation done by machine m³ /İB /İB-6 Each category is graded sand-gravel ( / IB-2) and basic manual compression ditch breeding base, base of pipe bedding and pipe making the sheathing Ductile iron manhole cover made of cast iron sewer construction and putting into place (ductile iron) m³ 55 Ea 5 ITB for Construction of Kağızman Livestock Market (AKADP) 98 / 135

99 18 Y /2B 19 Y /2B Excavation of all soft and hard soil in every depth and width with machine (Deep excavation) (upto 5 km transportation is included) Each and every width, depth excavation of soft and hard questionable Machine (deep cuts) (upto 5 km transportation is included) Sub Total E3. Infrastructural Works - Waste Water- Kağızman Livestock Market m³ 81 m³ 121 E4. Infrastructural Works - Rain Water, Base Water, Surface Water Drainage- Kağızman Livestock Market No Index No Item Description Unit /İB-8 Tuvenan -permanent of sand ( / IB) by hand (tokmaklanarak) compression ditch breeding base and the base, the base bearing the pipe sheathing of the pipes, ditches and basic fillings made of # of units m³ /İB-7 Sewer and stormwater construction; ductile cast iron grill kg Y /03 Diameter 150 mm, INCLUDING PVC DRAINAGE PIPES [EXCLUDING TRANSPORT. PIPE AND HEAD MOUNTING INCLUDED] Pouring of concrete in C 16/20 compressive strength class produced in concrete plant or bought and compressed with concrete pump (concrete shipping included) m 102 m³ 4 5 Y /01 Made from wood mold series m² 30 Unit Price (TRY) Price (TRY) 6 Y Ø 8- Ø 12 mm deformed concrete reinforcing steel bar, cutting bars, bending and placing Ton 1 Sub Total E4. Infrastructural Works - Rain Water, Base Water, Surface Water Drainage- Kağızman Livestock Market E5. Infrastructural Works - Cesspool- Kağızman Livestock Market No Index No Item Description Unit 1 Y /03 2 Y /04 Pouring of concrete in C 16/20 compressive strength class produced in concrete plant or bought and compressed with concrete pump (concrete shipping included) Pouring of concrete in C 20/25 compressive strength class produced in concrete plant or bought and compressed with concrete pump (concrete shipping included) # of units m³ 2 m³ 20 3 Y /03 Making flat-surfaced reinforced-concrete formwork with Plywood m² 145 Unit Price (TRY) Price (TRY) ITB for Construction of Kağızman Livestock Market (AKADP) 99 / 135

100 4 Y Ø 8- Ø 12 mm deformed concrete reinforcing steel bar, cutting bars, bending and placing Ton 1 5 Y Ø mm deformed concrete reinforcing steel bar, cutting bars, bending and placing Ton 2 Sub Total E5. Infrastructural Works - Cesspool- Kağızman Livestock Market GRAND TOTAL E. Infrastructural Works - Kağızman Livestock Market (E1+E2+E3+E4+E5) Date : Signature and Stamp : Name and Last Name : Title : Bidder s Legal Title : ITB for Construction of Kağızman Livestock Market (AKADP) 100 / 135

101 SUMMARY PRICE SCHEDULE (Consolidated Price) (Construction of Kağızman Livestock Market) Scope A. Structural Works B. Architectural Works C. Electrical Works D. Mechanical Works E. Infrastructural Works GRAND TOTAL (TRY) (A+B+C+D+E)* *This amount will be the basis of the financial evaluation. Price (TRY) Date : Signature and Stamp : Name and Last Name : Title : Bidder s Legal Title : ITB for Construction of Kağızman Livestock Market (AKADP) 101 / 135

102 Section 9: FORM FOR BID SECURITY (This must be finalized using the official letterhead of the Issuing Bank. Except for indicated fields, no changes may be made in this template.) To: UNDP BM Binası Katar Cad. No: Birlik/Çankaya/Ankara/Turkey WHEREAS [name and address of Contractor] (hereinafter called the Bidder ) has submitted a Bid to UNDP dated., to deliver goods and execute related services for UNDP-TUR-ITB- PROJ(AKADP)2017/03 (hereinafter called the Bid ): AND WHEREAS it has been stipulated by you that the Bidder shall furnish you with a Bank Guarantee by a recognized bank for the sum specified therein as security in the event that the Bidder: a) Fails to sign the Contract after UNDP has awarded it; b) Withdraws its Bid after the date of the opening of the Bid; c) Fails to comply with UNDP s variation of requirement, as per ITB Item 35; or d) Fails to furnish Performance Security, insurances, or other documents that UNDP may require as a condition to rendering the contract effective. AND WHEREAS we have agreed to give the Bidder such this Bank Guarantee: NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to you, on behalf of the Bidder, up to a total of [amount of guarantee] [in words and numbers], such sum being payable in the types and proportions of currencies in which the Price Bid is payable, and we undertake to pay you, upon your first written demand and without cavil or argument, any sum or sums within the limits of [amount of guarantee as aforesaid] without your needing to prove or to show grounds or reasons for your demand for the sum specified therein. This guarantee shall be valid until 30 days after the date of validity of the bids. SIGNATURE AND SEAL OF THE GUARANTOR BANK Date: Name of Bank: Address: ITB for Construction of Kağızman Livestock Market (AKADP) 102 / 135

103 Section 10: FORM FOR PERFORMANCE SECURITY 4 FOR INFORMATION PURPOSES ONLY (This must be finalized using the official letterhead of the Issuing Bank. Except for indicated fields, no changes may be made in this template.) To: UNDP BM Binası Katar Cad. No: Birlik/Çankaya/Ankara/Turkey WHEREAS [name and address of Contractor] (hereinafter called the Contractor ) has undertaken, in pursuance of Contract No.. dated., to deliver the goods and execute related services.. (hereinafter called the Contract ): AND WHEREAS it has been stipulated by you in the said Contract that the Contractor shall furnish you with a Bank Guarantee by a recognized bank for the sum specified therein as security for compliance with his obligations in accordance with the Contract: AND WHEREAS we have agreed to give the Contractor such a Bank Guarantee: NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to you, on behalf of the Contractor, up to a total of [amount of guarantee] [in words and numbers], such sum being payable in the types and proportions of currencies in which the Contract Price is payable, and we undertake to pay you, upon your first written demand and without cavil or argument, any sum or sums within the limits of [amount of guarantee as aforesaid] without your needing to prove or to show grounds or reasons for your demand for the sum specified therein. This guarantee shall be valid until a date 30 days from the date of issue by UNDP of a certificate of satisfactory performance and full completion of services by the Contractor. SIGNATURE AND SEAL OF THE GUARANTOR BANK Date: Name of Bank: Address: 4 If the ITB requires the submission of a Performance Security, which shall be made a condition to the signing and effectivity of the contract, the Performance Security that the Bidder s Bank will issue shall use the contents of this template ITB for Construction of Kağızman Livestock Market (AKADP) 103 / 135

104 Section 11: Contract THIS IS UNDP S TEMPLATE FOR CONTRACT FOR THE BIDDER S REFERENCE. ADHERENCE TO ALL TERMS AND CONDITIONS IS MANDATORY. Model Contract for Works Date Dear Sir/Madam, Ref.: / / [INSERT PROJECT NUMBER AND TITLE] The United Nations Development Programme (hereinafter referred to as "UNDP"), wishes to engage your company, duly incorporated under the Laws of [INSERT NAME OF THE COUNTRY] (hereinafter referred to as the "Contractor") in order to perform [INSERT SUMMARY DESCRIPTION OF THE WORKS] (hereinafter referred to as the "Works"), in accordance with the following Contract: 1. Contract Documents 1.1 This Contract is subject to the UNDP General Conditions for Civil Works, [INSERT REVISION NUMBER AND DATE FROM THE CONTRACTS DOCUMENTS LIBRARY], attached hereto as Annex I. The provisions of such Annex shall control the interpretation of this Contract and in no way shall be deemed to have been derogated by the contents of this letter and any other Annexes, unless otherwise expressly stated under section 4 of this letter, entitled "Special Conditions". 1.2 The Contractor and UNDP also agree to be bound by the provisions contained in the following documents, which shall take precedence over one another in case of conflict in the following order: a) this letter; b) the Technical Specifications and Drawings [ref....dated...], attached hereto as Annex II; c) the Contractor's Tender [IF THE CONTRACT IS ON THE BASIS OF UNIT PRICE, INSERT: including the Priced Bill of Quantities] [ref..., dated...], as clarified by the agreed minutes of the negotiation meeting [dated...], not attached hereto but known to and in the possession of both parties. 1.3 All the above shall form the Contract between the Contractor and UNDP, superseding the contents of any other negotiations and/or agreements, whether oral or in writing, pertaining to the subject of this Contract. [INSERT NAME AND ADDRESS OF THE CONTRACTOR] 2. Obligations of the Contractor 2.1 The Contractor shall commence work within [INSERT NUMBER OF DAYS] days from the date on which he shall have been given access to the Site and received the notice to commence from the Engineer, and shall perform and substantially complete the Works by [INSERT DATE], in accordance with the Contract. The Contractor shall provide all materials, supplies, ITB for Construction of Kağızman Livestock Market (AKADP) 104 / 135

105 labour and other services necessary to that end. 2.2 The Contractor shall submit to the Engineer the Programme of Work referred to in Clause 13 of the General Conditions by [INSERT DATE]. 2.3 The Contractor represents and warrants the accuracy of any information or data provided to UNDP for the purpose of entering into this Contract, as well as the quality of the Works foreseen under this Contract in accordance with the highest industrial and professional standards. 3. Price and payment 3.1 The total estimated price of the Contract is contained in the Bill of Quantities and amounts to [INSERT CURRENCY & AMOUNT IN FIGURES AND WORDS]. 3.2 The final price of the Contract will be determined on the basis of the actual quantities of work and materials utilized in the complete and satisfactory performance of the Works as certified by the Engineer and the unit prices contained in the Contractor's financial proposal. Such unit prices are fixed and are not subject to any variation whatsoever. 3.3 If the Contractor foresees that the final price of the Contract may exceed the total estimated price contained in 3.1 above, he shall so inform the Engineer without delay, in order for UNDP to decide, at its discretion, to increase the estimated price of the Contract as a result of a larger quantity of work/material or to reduce the quantity of work to be performed or materials to be used. UNDP shall not be responsible for payment of any amount in excess of that stipulated in 3.1 above unless this latter amount has been increased by means of a written amendment of this Contract in accordance with its paragraph 7 below. 3.4 The Contractor shall submit an invoice for the work performed and materials utilized every month and a final invoice within 30 days from the issuance of the Certificate of Substantial Completion by the Engineer. All invoices shall be accompanied by the Progress Payment Certificates indicating the percentage of completion of the works by the end of that respective month and corresponding amounts due, in line with the detailed breakdown of the price is given above. 3.5 UNDP shall effect payments to the Contractor in the form of monthly progress payments based on the completion of items in Bill of Quantities at the end of each month after acceptance by UNDP of the invoices submitted by the contractor. The Engineer may make corrections to that amount, in which case UNDP may effect payment for the amount so corrected. The Engineer may also withhold invoices if the work is not performed at any time in accordance with the terms of the Contract or if the necessary insurance policies or performance security are not valid and/or in order. The Engineer shall process the invoices submitted by the Contractor within 15 days of their receipt. 3.6 Payments effected by UNDP to the Contractor shall be deemed neither to relieve the Contractor of its obligations under this Contract nor as acceptance by UNDP of the Contractor's performance of the Works. 3.7 Payment of the final invoice shall be effected by UNDP after issuance of the Certificate of Substantial Completion by the Engineer. 4. Special conditions 4.1 The Performance Bond referred to in Clause 10 of the General Conditions shall be submitted by the Contractor for an amount of 10% (ten per cent) of the final price of the Contract 4.2 The Contractor should provide the following insurances: a) All Risks for Works in accordance with Clause 21 of General Conditions, b) Liability (referred to in Clause 23 of the General Conditions) in the amount of 15% (fifteen percent) of the final price of the Contract, per occurrence. 4.3 According to Clause 45 of the General Conditions, the liquidated damages for delay shall be 1% of the price of the Contract per week of delay, up to a maximum of 10% of the final price of the Contract. 4.4 According to Clause 45 of the General Conditions, the liquidated damages for absence of Contractor s key staff/personnel from the construction site without Engineer s approval shall be TRY per day. 5. Submission of invoices ITB for Construction of Kağızman Livestock Market (AKADP) 105 / 135

106 5.1 One original and one copy of every invoice shall be submitted by mail by the Contractor for each payment under the Contract to the Engineer's address specified in clause Invoices submitted by fax shall not be accepted by UNDP. 6. Time and manner of payment 6.1 Invoices shall be paid within thirty (30) days of the date of their receipt and acceptance by UNDP. 6.2 All payments shall be made by UNDP to the following Bank account of the Contractor: [NAME OF THE BANK] [ACCOUNT NUMBER] [ADDRESS OF THE BANK] 7. Modifications 7.1 Any modification to this Contract shall require an amendment in writing between both parties duly signed by the authorized representatives of the Contractor and UNDP. 8. Notifications 8.1 For the purpose of notifications under the Contract, the addresses of UNDP and the Contractor are as follows: For the UNDP: [INSERT NAME OF RR OR DIVISION CHIEF] United Nations Development Programme Ref. [INSERT CONTRACT REFERENCE & NUMBER] Fax: For the Contractor: [Insert Name, Address and Telex, Fax and Cable Numbers] 8.2 UNDP shall communicate as soon as possible to the Contractor after the signature of the Contract, the address of the Engineer for the purposes of communication with the Engineer under the Contract. If the above terms and conditions meet with your agreement as typed in this letter and in the Contract Documents, please initial every page of this letter and its attachments and return to this office one original of this Contract, duly signed and dated. Yours sincerely, For [Insert name of the company/organization] Agreed and Accepted: [INSERT NAME OF RR or Bureau/Division Director] Signature Name Title Date ITB for Construction of Kağızman Livestock Market (AKADP) 106 / 135

107 GENERAL CONDITIONS OF CONTRACT FOR CIVIL WORKS 1. Definitions 2. Singular and Plural 3. Headings or Notes 4. Legal Relationships 5. General Duties/Powers of Engineer 6. Contractor's General Obligations/Responsibilities 7. Assignment and Subcontracting 8. Drawings 9. Work Book 10. Performance Security 11. Inspection of Site 12. Sufficiency of Tender 13. Programme of Work to be Furnished 14. Weekly Site Meeting 15. Change Orders 16. Contractor's Superintendence 17. Contractor's Employees 18. Setting-Out 19. Watching and Lighting 20. Care of Works 21. Insurance of Works, Etc. 22. Damage to Persons and Property 23. Liability Insurance 24. Accident or Injury to Workmen 25. Remedy on Contractor's Failure to Insure 26. Compliance with Statutes, Regulations, Etc. 27. Fossils, Etc. 28. Copyright, Patents and Other Proprietary Rights, and Royalties 29. Interference with Traffic and Adjoining Properties 30. Extraordinary Traffic and Special Loads 31. Opportunities for Other Contractors 32. Contractor to Keep Site Clean 33. Clearance of Site on Substantial Completion 34. Labour 35. Returns of Labour, Plant, Etc. 36. Materials, Workmanship and Testing 37. Access to Site 38. Examination of Work Before Covering Up 39. Removal of Improper Work and Materials 40. Suspension of Work 41. Possession of Site 42. Time for Completion 43. Extension of Time for Completion 44. Rate of Progress ITB for Construction of Kağızman Livestock Market (AKADP) 107 / 135

108 45. Liquidated Damages for Delay 46. Certificate of Substantial Completion 47. Defects Liability 48. Alterations, Additions and Omissions 49. Plant, Temporary Works and Materials 50. Approval of Materials, Etc., Not Implied 51. Measurement of Works 52. Liability of the Parties 53. Authorities 54. Urgent Repairs 55. Increase and Decrease of Costs 56. Taxation 57. Blasting 58. Machinery 59. Temporary Works and Reinstatement 60. Photographs and Advertising 61. Prevention of Corruption 62. Date Falling on Holiday 63. Notices 64. Language, Weights and Measures 65. Records, Accounts, Information and Audit 66. Force Majeure 67. Suspension by the UNDP 68. Termination by the UNDP 69. Termination by the Contractor 70. Rights and Remedies of the UNDP 71. Settlement of Disputes 72. Privileges and Immunities 73. Security 74. Audit and Investigations 75. Anti-terorism 1. DEFINITIONS For the purpose of the Contract Documents the words and expressions below shall have the following meanings: a) "Employer" means the United Nations Development Programme (UNDP). b) "Contractor" means the person whose tender has been accepted and with whom the Contract has been entered into. c) "Engineer" means the person whose services have been engaged by UNDP to administer the Contract as provided therein, as will be notified in writing to the Contractor. d) "Contract" means the written agreement between the Employer and the Contractor, to which these General Conditions are annexed. e) "The Works" means the works to be executed and completed under the Contract. f) "Temporary Works" shall include items to be constructed which are not intended to be permanent and form part of the Works. ITB for Construction of Kağızman Livestock Market (AKADP) 108 / 135

109 g) "Drawings" and "Specifications" mean the Drawings and Specifications referred to in the Contract and any modification thereof or addition thereto furnished by the Engineer or submitted by the Contractor and approved in writing by the Engineer in accordance with the Contract. h) "Bill of Quantities" is the document in which the Contractor indicates the cost of the Works, on the basis of the foreseen quantities of items of work and the fixed unit prices applicable to them. i) "Contract Price" means the sum agreed in the Contract as payable to the Contractor for the execution and completion of the Works and for remedying of any defects therein in accordance with the Contract. j) "Site" means the land and other places on, under, in or through which the Works or Temporary Works are to be constructed. 2. SINGULAR AND PLURAL Words importing persons or parties shall include firms or companies and words importing the singular only shall also include the plural and vice versa where the context requires. 3. HEADINGS OR NOTES The headings or notes in the Contract Documents shall not be deemed to be part thereof or be taken into consideration in their interpretation. 4. LEGAL RELATIONSHIPS The Contractor and the sub-contractor(s), if any, shall have the status of an independent contractor vis-à-vis the Employer. The Contract Documents shall not be construed to create any contractual relationship of any kind between the Engineer and the Contractor, but the Engineer shall, in the exercise of his duties and powers under the Contract, be entitled to performance by the Contractor of its obligations, and to enforcement thereof. Nothing contained in the Contract Documents shall create any contractual relationship between the Employer or the Engineer and any subcontractor(s) of the Contractor. 5. GENERAL DUTIES/POWERS OF ENGINEER a) The Engineer shall provide administration of Contract as provided in the Contract Documents. In particular, he shall perform the functions hereinafter described. b) The Engineer shall be the Employer's representative vis-à-vis the Contractor during construction and until final payment is due. The Engineer shall advise and consult with the Employer. The Employer's instructions to the Contractor shall be forwarded through the Engineer. The Engineer shall have authority to act on behalf of the Employer only to the extent provided in the Contract Documents as they may be amended in writing in accordance with the Contract. The duties, responsibilities and limitations of authority of the Engineer as the Employer's representative during construction as set forth in the Contract shall not be modified or extended without the written consent of the Employer, the Contractor and the Engineer. c) The Engineer shall visit the Site at intervals appropriate to the stage of construction to familiarize himself generally with the progress and quality of the Works and to determine in general if the Works are proceeding in accordance with the Contract Documents. On the basis of his on-site observations as an Engineer, he shall keep the Employer informed of the progress of the Works. d) The Engineer shall not be responsible for and will not have control or charge of construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Works or the Temporary Works. The Engineer shall not be responsible for or have control or charge over the acts or omissions of the Contractor (including the Contractor's failure to carry out the Works in accordance with the Contract) and of Sub-contractors or any of their agents or ITB for Construction of Kağızman Livestock Market (AKADP) 109 / 135

110 employees, or any other persons performing services for the Works, except if such acts or omissions are caused by the Engineer's failure to perform his functions in accordance with the contract between the Employer and the Engineer. e) The Engineer shall at all times have access to the Works wherever and whether in preparation or progress. The Contractor shall provide facilities for such access so that the Engineer may perform his functions under the Contract. f) Based on the Engineer's observations and an evaluation of the documentation submitted by the Contractor together with the invoices, the Engineer shall determine the amounts owed to the Contractor and shall issue Certificates for Payment as appropriate. g) The Engineer shall review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for conformity with the design concept of the Works and with the provisions of the Contract Documents. Such action shall be taken with reasonable promptness so as to cause no delay. The Engineer's approval of a specific item shall not indicate approval of an assembly of which the item is a component. h) The Engineer shall interpret the requirements of the Contract Documents and judge the performance thereunder by the Contractor. All interpretations and orders of the Engineer shall be consistent with the intent of and reasonably inferable from the Contract Documents and shall be in writing or in the form of drawings. Either party may make a written request to the Engineer for such interpretation. The Engineer shall render the interpretation necessary for the proper execution of the Works with reasonable promptness and in accordance with any time limit agreed upon. Any claim or dispute arising from the interpretation of the Contract Documents by the Engineer or relating to the execution or progress of the Works shall be settled as provided in Clause 71 of these General Conditions. i) Except as otherwise provided in the Contract, the Engineer shall have no authority to relieve the Contractor of any of his obligations under the Contract nor to order any work involving delay in completion of the Works or any extra payment to the Contractor by the Employer, or to make any variations to the Works. j) In the event of termination of the employment of the Engineer, the Employer shall appoint another suitable professional to perform the Engineer's duties. k) The Engineer shall have authority to reject work which does not conform to the Contract Documents. Whenever, in his opinion, he considers it necessary or advisable for the implementation of the intent of the Contract Documents, he will have authority to require special inspection or testing of the work whether or not such work be then fabricated, installed or completed. However, neither the Engineer's authority to act nor any reasonable decision made by him in good faith either to exercise or not to exercise such authority shall give rise to any duty or responsibility of the Engineer to the Contractor, any subcontractor, any of their agents or employees, or any other person performing services for the Works. l) The Engineer shall conduct inspections to determine the dates of Substantial Completion and Final Completion, shall receive and forward to the Employer for the Employer's review written warranties and related documents required by the Contract and assembled by the Contractor, and shall issue a final Certificate for Payment upon compliance with the requirements of Clause 47 hereof and in accordance with the Contract. m) If the Employer and Engineer so agree, the Engineer shall provide one or more Engineer's Representative(s) to assist the Engineer in carrying out his responsibilities at the site. The Engineer shall notify in writing to the Contractor and the Employer the duties, responsibilities and limitations of authority of any such Engineer's Representative(s). ITB for Construction of Kağızman Livestock Market (AKADP) 110 / 135

111 6. CONTRACTOR'S GENERAL OBLIGATIONS/RESPONSIBILITIES 6.1. Obligation to Perform in Accordance with Contract The Contractor shall execute and complete the Works and remedy any defects therein in strict accordance with the Contract, with due care and diligence and to the satisfaction of the Engineer, and shall provide all labor, including the supervision thereof, materials, Constructional Plant and all other things, whether of a temporary or permanent nature, required in and for such execution, completion and remedying of defects, as far as the necessity for providing the same is specified in or is reasonably to be inferred from the Contract. The Contractor shall comply with and adhere strictly to the Engineer's instructions and directions on any matter, touching or concerning the Works. 6.2 Responsibility for Site Operations The Contractor shall take full responsibility for the adequacy, 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 of any Temporary Works prepared by the Engineer Responsibility for Employees The Contractor shall be responsible for the professional and technical competence of his employees and will select for work under this Contract, reliable individuals who will perform effectively in the implementation of the Contract, respect local customs and conform to a high standard of moral and ethical conduct Source of Instructions The Contractor shall neither seek nor accept instructions from any authority external to the Employer, the Engineer or their authorized representatives in connection with the performance of his services under this Contract. The Contractor shall refrain from any action which may adversely affect the Employer and shall fulfill his commitments with fullest regard for the interest of the Employer Officials Not to Benefit The Contractor warrants that no official of the Employer has been or shall be admitted by the Contractor to any direct or indirect benefit arising from this Contract or the award thereof. The Contractor agrees that breach of this provision is a breach of an essential term of the Contract Use of Name, Emblem or Official Seal of UNDP or the United Nations The Contractor shall not advertise or otherwise make public the fact that he is performing, or has performed services for the Employer or use the name, emblem or official seal of the Employer or the United Nations or any abbreviation of the name of the Employer or the United Nations for advertising purposes or any other purposes Confidential Nature of Documents All maps, drawings, photographs, mosaics, plans, reports, recommendations, estimates, documents and all other data compiled by or received by the Contractor under the Contract shall be the property of the Employer, shall be treated as confidential and shall be delivered only to the duly authorized ITB for Construction of Kağızman Livestock Market (AKADP) 111 / 135

112 representative of the Employer on completion of the Works; their contents shall not be made known by the Contractor to any person other than the personnel of the Contractor performing services under this Contract without the prior written consent of the Employer. 7. ASSIGNMENT AND SUBCONTRACTING 7.1. Assignment of Contract The Contractor shall not, except after obtaining the prior written approval of the Employer, assign, transfer, pledge or make other disposition of the Contract or any part thereof or of any of the Contractor's rights, claims or obligations under the Contract Subcontracting In the event the Contractor requires the services of subcontractors, the Contractor shall obtain the prior written approval of the Employer for all such subcontractors. The approval of the Employer shall not relieve the Contractor of any of his obligations under the Contract, and the terms of any subcontract shall be subject to and be in conformity with the provisions of the Contract Assignment of Subcontractor's Obligations In the event of a subcontractor having undertaken towards the Contractor in respect of the work executed or the goods, materials, Plant or services supplied by such subcontractor for the Works, any continuing obligation extending for a period exceeding that of the Defects Liability Period under the Contract, the Contractor shall at any time after the expiration of such Period, assign to the Employer, at the Employer's request and cost, the benefit of such obligation for the unexpired duration thereof. 8. DRAWINGS 8.1. Custody of drawings The drawings shall remain in the sole custody of the Employer but two (2) copies thereof shall be furnished to the Contractor free of cost. The Contractor shall provide and make at his own expense any further copies required by him. At the completion of the Works, the Contractor shall return to the Employer all drawings provided under the Contract One copy of Drawings to be kept on Site 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 reasonable times be available for inspection and use by the Engineer and by any other person authorized in writing by the Engineer Disruption of Progress The Contractor shall give written notice to the Engineer whenever planning or progress of the Works is likely to be delayed or disrupted unless any further drawing or order, including a direction, instruction or approval, is issued by the Engineer within a reasonable time. The notice shall include details of drawing or order required and of why and by when it is required and of any delay or disruption likely to be suffered if it is late. 9. WORK BOOK The Contractor shall maintain a Work Book at the Site with numbered pages, in one original and two copies. The Engineer shall have full authority to issue new orders, drawings and instructions to ITB for Construction of Kağızman Livestock Market (AKADP) 112 / 135

113 the Contractor, from time to time and as required for the correct execution of the Works. The Contractor shall be bound to follow such orders, drawings and instructions. Every order shall be dated and signed by the Engineer and the Contractor, in order to account for its receipt. Should the Contractor want to refuse an order in the Work Book, he shall so inform the Employer, through the Engineer, by means of an annotation in the Work Book made within three (3) days from the date of the order that the Contractor intends to refuse. Failure by the Contractor to adhere to this procedure shall result in the order being deemed accepted with no further possibility of refusal. The original of the Work Book shall be delivered to the Employer at the time of Final Acceptance of the Works. A copy shall be kept by the Engineer and another copy by the Contractor. 10. PERFORMANCE SECURITY a) As guarantee for his proper and efficient performance of the Contract, the Contractor shall on signature of the Contract furnish the Employer with a Performance Security issued for the benefit of the Employer. The amount and character of such security (bond or guarantee) shall be as indicated in the Contract. b) The Performance Bond or Bank Guarantee must be issued by an acceptable insurance company or accredited bank, in the format included in Appendix I to these General Conditions, and must be valid up to twenty-eight days after issuance by the Engineer of the Certificate of Final Completion. The Performance Bond or Bank Guarantee shall be returned to the Contractor within twenty-eight days after the issuance by the Engineer of the Certificate of Final Completion, provided that the Contractor shall have paid all money owed to the Employer under the Contract. c) If the surety of the Performance Bond or Bank Guarantee is declared bankrupt or becomes insolvent or its right to do business in the country of execution of the Works is terminated, the Contractor shall within five (5) days thereafter substitute another bond or guarantee and surety, both of which must be acceptable to the Employer. 11. INSPECTION OF SITE The Contractor shall be deemed to have inspected and examined the site and its surroundings and to have satisfied himself before submitting his Tender and signing the Contract as to all matters relative to the nature of the land and subsoil, the form and nature of the Site, details and levels of existing pipe lines, conduits, sewers, drains, cables or other existing services, the quantities and nature of the work and materials necessary for the completion of the Works, the means of access to the Site, and the accommodation he may require, and in general to have himself obtained all necessary information as to risk contingencies, climatic, hydrological and natural conditions and other circumstances which may influence or affect his Tender, and no claims will be entertained in this connection against the Employer. 12. SUFFICIENCY OF TENDER The Contractor shall be deemed to have satisfied himself before tendering as to the correctness and sufficiency of his Tender for the construction of the Works and of the rates and prices, which rates and prices shall, except in so far 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 completion of the Works. 13. PROGRAMME OF WORK TO BE FURNISHED ITB for Construction of Kağızman Livestock Market (AKADP) 113 / 135

114 Within the time limit specified in the Contract, the Contractor shall submit to the Engineer for his consent a detailed Programme of Work showing the order of procedure and the method in which he proposes to carry out the Works. In preparing his Programme of Work the Contractor shall pay due regard to the priority required by certain works. Should the Engineer, during the progress of work, require further modifications to the Programme of Work, the Contractor shall review the said program. The Contractor shall also whenever required by the Engineer submit particulars in writing of the Contractor's arrangements for carrying out the Works and of the Constructional Plant and Temporary Works which the Contractor intends to supply, use or construct as the case may be. The submission of such program, or any modifications thereto, or the particulars required by the Engineer, shall not relieve the Contractor of any of his duties or obligations under the Contract nor shall the incorporation of any modification to the Programme of Work either at the commencement of the contract or during its course entitle the Contractor to any additional payments in consequence thereof. 14. WEEKLY SITE MEETING A weekly site meeting shall be held between the UNDP Project Coordinator or engineer, if any, the representative of the Contractor and the Engineer or the Engineer's Representative, in order to verify that the Works are progressing normally and are executed in accordance with the Contract. 15. CHANGE ORDERS a) The Engineer may instruct the Contractor, with the approval of the Employer and by means of Change Orders, all variations in quantity or quality of the Works, in whole or in part, that are deemed necessary by the Engineer. b) Processing of change orders shall be governed by clause 48 of these General Conditions. 16. CONTRACTOR'S SUPERINTENDENCE The Contractor shall provide all necessary superintendence during the execution of the Works and as long thereafter as the Engineer may consider necessary for the proper fulfillment of the Contractor's obligations under the Contract. The Contractor or a competent and authorized agent or representative of the Contractor approved in writing by the Engineer, which approval may at any time be withdrawn, shall be constantly on the site and shall devote his entire time to the superintendence of the Works. Such authorized agent or representative shall receive on behalf of the Contractor directions and instructions from the Engineer. If the approval of such agent or representative shall be withdrawn by the Engineer, as provided in Clause 17(2) hereinafter, or if the removal of such agent or representative shall be requested by the Employer under Clause 17(3) hereinafter, the Contractor shall as soon as it is practicable after receiving notice of such withdrawal remove the agent or representative from the Site, and replace him by another agent or representative approved by the Engineer. Notwithstanding the provision of Clause 17(2) hereinafter, the Contractor shall not thereafter employ, in any capacity whatsoever, a removed agent or representative again on the Site. 17. CONTRACTOR'S EMPLOYEES a) The Contractor shall provide and employ on the Site in connection with the execution and completion of the Works and the remedying of any defects therein: i. Only such technical assistants as are skilled and experienced in their respective callings and such sub-agent foremen and leading hands as are competent to give proper supervision to the work they are required to supervise, and ITB for Construction of Kağızman Livestock Market (AKADP) 114 / 135

115 ii. Such skilled, semi-skilled, and unskilled labour as is necessary for the proper and timely execution and completion of the Works. b) The Engineer shall be at liberty to object to and require the Contractor to remove forthwith from the Works any person employed by the Contractor in or about the execution or completion of the Works, who in the opinion of the Engineer is misconducting himself, or is incompetent or negligent in the proper performance of his duties, or whose employment is otherwise considered reasonably by the Engineer to be undesirable, and such person shall not be again employed on the Site without the written permission of the Engineer. Any person so removed from the Works shall be replaced as soon as reasonably possible by a competent substitute approved by the Engineer. c) Upon written request by the Employer, the Contractor shall withdraw or replace from the Site any agent, representative or other personnel who does not conform to the standards set forth in paragraph (1) of this Clause. Such request for withdrawal or replacement shall not be considered as termination in part or in whole of this Contract. All costs and additional expenses resulting from any withdrawal or replacement for whatever reason of any of the Contractor's personnel shall be at the Contractor's expense. 18. SETTING-OUT 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 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. 19. WATCHING AND LIGHTING 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 or by any duly constituted authority for the protection of the Works and the materials and equipment utilized therefor or for the safety and convenience of the public or others. 20. CARE OF WORKS a) From the commencement date of the Works to the date of substantial completion as stated in the Certificate of Substantial Completion, the Contractor shall take full responsibility for the care thereof and of all Temporary Works. In the event that any damage or loss should happen to the Works or to any part thereof or to any Temporary Works from any cause whatsoever (save and except as shall be due to Force Majeure as defined in Clause 66 of these General Conditions), the Contractor shall at his own cost repair and make good the same so that, at completion, the 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. 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 complying with his obligations Clause 47 hereof. b) The Contractor shall be fully responsible for the review of the Engineering design and details of the Works and shall inform the Employer of any mistakes or incorrectness in such design and details which would affect the Works. 21. INSURANCE OF WORKS, ETC. Without limiting his obligations and responsibilities under Clause 20 hereof, the Contractor shall ITB for Construction of Kağızman Livestock Market (AKADP) 115 / 135

116 insure immediately following signature of this Contract, in the joint names of the Employer and the Contractor (a) for the period stipulated in Clause 20(1) hereof, against all loss or damage from whatever cause arising, other than cause of Force majeure as defined in clause 66 of these General Conditions, and (b) against loss or damage for which the Contractor is responsible, in such manner that the Employer and the Contractor are covered for the period stipulated in Clause 20 (1) hereof and are also covered during the Defects Liability Period for loss or damage arising from a cause occurring prior to the commencement of the Defects Liability Period 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 Clause 47 hereof: a) The Works, together with the materials and Plant for incorporation therein, to their full replacement cost, plus an additional sum of ten (10) per cent of such replacement cost, to cover any additional costs of and incidental to the rectification of loss or damage including professional fees and the cost of demolishing and removing any part of the Works and of removing debris of whatsoever nature; b) The Contractor's equipment and other things brought on to the Site by the Contractor to the replacement value of such equipment and other things; c) An insurance to cover the liabilities and warranties of Section 52(4); Such insurance shall be effected with an insurer and in terms approved by the Employer, which approval shall not be unreasonably withheld, and the Contractor shall, whenever required, produce to the Engineer the policy or policies of insurance and the receipts for payment of the current premiums. 22. DAMAGE TO PERSONS AND PROPERTY The Contractor shall (except if and so far as the Contract provides otherwise) indemnify, hold and save harmless and defend at his own expense the Employer, its officers, agents, employees and servants from and against all suits, claims, demands, proceedings, and liability of any nature or kind, including costs and expenses, for injuries or damages to any person or any property whatsoever which may arise out of or in consequence of acts or omissions of the Contractor or its agents, employees, servants or subcontractors in the execution of the Contract. The provision of this Clause shall extend to suits, claims, demands, proceedings and liability in the nature of workmen's compensation claims and arising out of the use of patented inventions and devices. Provided always that nothing herein contained shall be deemed to render the Contractor liable for or in respect of or with respect to: a) The permanent use or occupation of land by the Works or any part thereof; b) The right of the Employer to construct the Works or any part thereof on, over, under, or through any land. c) Interference whether temporary or permanent with any right of light, airway or water or other easement or quasi-easement which is the unavoidable result of the construction of the Works in accordance with the Contract. d) Death, injuries or damage to persons or property resulting from any act or neglect of the Employer, his agents, servants or other contractors, done or committed during the validity of the Contract. 23. LIABILITY INSURANCE Obligation to take out Liability Insurance Before commencing the execution of the Works, but without limiting his obligations and ITB for Construction of Kağızman Livestock Market (AKADP) 116 / 135

117 responsibility under Clause 20 hereof, the Contractor shall insure against his liability for any death, material or physical damage, loss or injury which may occur to any property, including that of the Employer or to any person, including any employee of the Employer by or arising out of the execution of the Works or in the carrying out of the Contract, other than due to the matters referred to in the proviso to Clause 22 hereof Minimum Amount of Liability Insurance Such insurance shall be effected with an insurer and in terms approved by the Employer, which approval shall not be unreasonably withheld, and for at least the amount specified in the contract. The Contractor shall, whenever required by the Employer or the Engineer, produce to the Engineer the policy or policies of insurance and the receipts for payment of the current premiums Provision to Indemnify Employer The insurance policy 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 the Employer, the insurer shall indemnify the Employer against such claims and any costs, charges and expenses in respect thereof. 24. ACCIDENT OR INJURY TO WORKMEN a) The Employer 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, save and except an accident or injury resulting from any act or default of the Employer, his agents or servants. The Contractor shall indemnify, hold and save harmless the Employer 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. b) Insurance Against Accident, etc., to Workmen The Contractor shall insure against such liability with an insurer approved by the Employer, which approval shall not be unreasonably withheld, and shall continue such insurance during the whole of the time that any persons are employed by him for the Works and shall, when required, produce to the Engineer such policy of insurance and the receipt for payment of the current premium. Provided always that, in respect of any persons employed by any subcontractor, the Contractor's obligation to insure as aforesaid under this sub-clause shall be satisfied if the subcontractor shall have insured against the liability in respect of such persons in such manner that the Employer is indemnified under the policy but the Contractor shall require such subcontractor to produce to the Engineer when required such policy of insurance and the receipt for the current premium, and obtain the insertion of a provision to that effect in its contract with the subcontractor. 25. REMEDY ON CONTRACTOR'S FAILURE TO INSURE If the Contractor shall fail to effect and keep in force any of 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, the Employer may in any such case effect and keep in force any such insurance and pay such premium as may be necessary for that purpose and from time to time deduct the amount so paid by the Employer as aforesaid from any monies due or which may become due to the Contractor, or recover the same as a debt due from the Contractor. 26. COMPLIANCE WITH STATUTES, REGULATIONS, ETC. ITB for Construction of Kağızman Livestock Market (AKADP) 117 / 135

118 a) The Contractor shall give all notices and pay all fees and charges required to be given or paid by any national or State Statutes, Ordinances, Laws, Regulations or By-laws, or any local or other duly constituted authority in relation to the execution of the Works or of any Temporary 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 or any Temporary Works. b) The Contractor shall conform in all respects with any such Statutes, Ordinances, Laws, Regulations, By-laws or requirements of any such local or other authority which may be applicable to the Works and shall keep the Employer indemnified against all penalties and liabilities of every kind for breach of any such Statutes, Ordinances, Laws, Regulations, By-laws or requirements. 27. 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 the Employer and the Contractor be deemed to be the absolute property of the Employer and the Contractor shall take reasonable 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 Employer of such discovery and carry out at the expense of the Employer the Engineer's orders as to the disposal of the same. 28. COPYRIGHT, PATENT AND OTHER PROPRIETARY RIGHTS, AND ROYALTIES a) The Contractor shall hold harmless and fully indemnify the Employer from and against all claims and proceedings for or on account of infringement of any patent rights, design trademark or name or other protected rights in respect of any Plant, equipment, machine, work or material used for or in connection with the Works or Temporary Works and from and against all claims, demands proceedings, damages, costs, charges and expenses whatsoever in respect thereof or in relation thereto, except where such infringement results from compliance with the design or Specification provided by the Engineer. b) 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 Temporary Works. 29. INTERFERENCE WITH TRAFFIC AND ADJOINING PROPERTIES All operations necessary for the execution of the Works and for the Construction of any Temporary Works shall, so far as compliance with the requirements of the Contract permits, be carried on so as not to interfere unnecessarily or improperly with the public convenience, or the access to, use and occupation of, public or private roads and footpaths to or of properties whether in the possession of the Employer or of any other person. The Contractor shall hold harmless and indemnify the Employer in respect of all claims, demands, 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 therefor. 30. EXTRAORDINARY TRAFFIC AND SPECIAL LOADS a) The Contractor shall use every reasonable means to prevent any of the roads or bridges communicating with or on the routes to the Site from being damaged 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 may be occasioned to such roads and bridges. ITB for Construction of Kağızman Livestock Market (AKADP) 118 / 135

119 b) Should it be found necessary for the Contractor to move any load of Constructional Plant, machinery, preconstructed units or parts of units of work, or other thing, over part of a road or bridge, the moving whereof is likely to damage any such road or bridge unless special protection or strengthening is carried out, then the Contractor shall before moving the load on to such road or bridge, save insofar as the Contract otherwise provide, be responsible for and shall pay for the cost of strengthening any such bridge or altering or improving any such road to avoid such damage, and the Contractor shall indemnify and keep the Employer indemnified against all claims for damage to any such road or bridge caused by such movement, including such claim as may be made directly against the Employer, and shall negotiate and pay all claims arising solely out of such damage. 31. OPPORTUNITIES FOR OTHER CONTRACTORS The Contractor shall in accordance with the requirements of the Engineer afford all reasonable opportunities for carrying out their work to any other contractors employed by the Employer and their workmen and to the workmen of the Employer and of any other duly constituted authorities who may be employed in the execution on or near the Site of any work not included in the Contract or of any contract which the Employer may enter into in connection with or ancillary to the Works. If work by other contractors of the Employer as above-mentioned involves the Contractor in any direct expenses as a result of using his Site facilities, the Employer shall consider payment to the Contractor of such sum or sums as may be recommended by the Engineer. 32. CONTRACTOR TO KEEP SITE CLEAN During the progress of the Works, the Contractor shall keep the Site reasonably free from all unnecessary obstruction 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. CLEARANCE OF SITE ON SUBSTANTIAL COMPLETION On the substantial completion of the Works, the Contractor shall clear away and remove from 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. 34. LABOUR 34.1 Engagement of Labour The Contractor shall make his own arrangements for the engagement of all labour local or otherwise Supply of Water The Contractor shall 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 Alcoholic Drinks or Drugs The Contractor shall comply with Government laws and regulations and orders in force as regards the import, sale, barter or disposal of alcoholic drinks or narcotics and he shall not allow or facilitate such importation, sale, gift, barter or disposal by his sub-contractors, agents or employees Arms and Ammunition ITB for Construction of Kağızman Livestock Market (AKADP) 119 / 135

120 The restrictions specified in clause 34.3 above shall include all kinds of arms and ammunition Holiday and Religious Customs The Contractor shall in all dealings with labour in his employ have due regard to all holiday, recognized festivals and religious or other customs Epidemics 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 Disorderly Conduct, etc. 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 the protection of persons and property in the neighborhood of the Works against the same Observance by Sub-Contractors The Contractor shall be considered responsible for the observance of the above provisions by his Sub-Contractors Legislation applicable to Labour The Contractor shall abide by all applicable legislation and regulation with regard to labour. 35. RETURNS OF LABOUR, PLANT, ETC. The Contractor shall, if required by the Engineer, deliver to the Engineer at his office, a return in detail in the form and at such intervals as the Engineer may prescribe showing the supervisory staff and the numbers of the several classes of labour from time to time employed by the Contractor on the Site and such information respecting Constructional plant as the Engineer may require. 36. MATERIALS, WORKMANSHIP AND TESTING 36.1 Materials and Workmanship a) 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 from time to time to such tests as the Engineer may direct at the place of manufacture or fabrication, or on the Site or at all or any of such places. The Contractor shall provide such assistance, instruments, machines, labour and materials as are normally required for examining, measuring and testing any work and the quality, weight or quantity of any materials used and shall supply samples of materials before incorporation in the Works for testing as may be selected and required by the Engineer. All testing equipment and instruments provided by the Contractor shall be used only by the Engineer or by the Contractor in accordance with the instructions of the Engineer. b) No material not conforming with the Specifications in the Contract may be used for the Works without prior written approval of the Employer and instruction of the Engineer, provided always that if the use of such material results or may result in increasing the Contract Price, the procedure in Clause 48 shall apply Cost of Samples ITB for Construction of Kağızman Livestock Market (AKADP) 120 / 135

121 All samples shall be supplied by the Contractor at his own cost unless the supply thereof is clearly intended in the Specifications or Bill of Quantities to be at the cost of the Employer. Payment will not be made for samples which do not comply with the Specifications Cost of Tests The Contractor shall bear the costs of any of the following tests: a) Those clearly intended by or provided for in the Contract Documents. b) Those involving load testing or tests to ensure that the design of the whole of the Works or any part of the Works is appropriate for the purpose which it was intended to fulfill. 37. ACCESS TO SITE The Employer and the Engineer and any persons authorized by either of them shall, at all times, have access to the Works and to the Site and to all workshops and places where work is being prepared or whence 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. 38. EXAMINATION OF WORK BEFORE COVERING UP 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 any work which is about to be covered up or put out of view and to examine foundations before permanent work is placed thereon. The Contractor shall give due notice to the Engineer whenever any such work or foundations is or are ready or about to be ready for examination and the Engineer shall without unreasonable delay 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. 39.REMOVAL OF IMPROPER WORK AND MATERIALS 39.1 Engineer's power to order removal The Engineer shall during the progress of the Works have power to order in writing from time to time, and the Contractor shall execute at his cost and expense, the following operations: 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 c) The removal and proper re-execution (notwithstanding any previous test thereof or interim payment therefore) of any work which in respect of materials or workmanship is not in the opinion of the Engineer in accordance with the Contract Default of Contractor in carrying out Engineer's Instructions In case of default on the part of the Contractor in carrying out an instruction of the Engineer, the Employer shall be entitled to employ and pay other persons to carry out the same and all expenses consequent thereon or incidental thereto shall be borne by the Contractor and shall be recoverable from him by the Employer and may be deducted by the Employer from any monies due or which ITB for Construction of Kağızman Livestock Market (AKADP) 121 / 135

122 may become due to the Contractor. 40.SUSPENSION OF WORK 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 Works so far as it is necessary in the opinion of the Engineer. The Employer should be notified and his written approval should be sought for any suspension of work in excess of three (3) days. 41.POSSESSION OF SITE 41.1 Access to Site The Employer shall 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 construction of the Works in accordance with the Programme referred to in Clause 13 hereof and otherwise in accordance with such reasonable proposals of the Contractor as he shall make to the Engineer by notice in writing, and shall from time to time as the Works 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 construction of the Works with due dispatch in accordance with the said Programme or proposals, as the case may be Wayleaves, etc. The Contractor shall bear all expenses and charges for special temporary wayleaves 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 purpose of the Works Limits of the Site Except as defined below, the limits of the Site shall be as defined in the Contract. Should the Contractor require land beyond the Site, he shall provide it entirely at his own expense and before taking possession shall supply the Engineer with a copy of the necessary permits. Access to the Site is available where the Site adjoins a public road but it is not provided unless shown on the Drawings. When necessary for the safety and convenience of workmen, public or livestock or for the protection of the Works, the Contractor shall, at his own expense, provide adequate temporary fencing to the whole or part of the Site. The Contractor shall not disturb, damage or pull down any hedge, tree or building within the Site without the written consent of the Engineer. 42.TIME FOR COMPLETION a) 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 46 and 47 hereof, within the time stated in the Contract. b) The completion time includes weekly rest days, official holidays, and days of inclement weather. 43.EXTENSION OF TIME FOR COMPLETION If, subject to the provisions of the Contract, the Engineer orders alterations or additions in the Works in accordance with Clause 48 hereof, or if circumstances constituting force majeure as defined in the Contract have occurred, the Contractor shall be entitled to apply for an extension of the time for ITB for Construction of Kağızman Livestock Market (AKADP) 122 / 135

123 completion of the Works specified in the Contract. The Employer shall, upon such application, determine the period of any such extension of time; provided that in the case of alterations or additions in the Works, the application for such an extension must be made before the alterations or additions in the Works are undertaken by the Contractor. 44.RATE OF PROGRESS The whole of the materials, plant and labour to be provided by the Contractor and the mode, manner and speed of execution and completion of the Works are to be of a kind and conducted in a manner to the satisfaction of the Engineer. Should the rate of progress of the Works or any part thereof be at any time in the opinion of the Engineer too slow to ensure the completion of the Works by the 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 the Contractor may think necessary and the Engineer may approve to expedite progress so as to complete the Works by the prescribed time or extended time for completion. If the work is not being carried on by day and by night and the Contractor shall request permission to work by night as well as by day, then, if the Engineer shall grant such permission, the Contractor shall not be entitled to any additional payment. All work at night shall be carried out without unreasonable noise and disturbance. The contractor shall indemnify the Employer from and against any claims or liability for damages on account of noise or other disturbance created while or in carrying out the work and from and against all claims, demands, proceedings, costs and expenses whatsoever in regard or in relation to such noise or other disturbance. The Contractor shall submit in triplicate to the Engineer at the end of each month signed copies of explanatory Drawings or any other material showing the progress of the Works. 45.LIQUIDATED DAMAGES FOR DELAY a) If the Contractor shall fail to complete the Works within the time for completion prescribed in the Contract, or any extended time for completion in accordance with the Contract, then the Contractor shall pay to the Employer the sum specified in the Contract as liquidated damages, for the delay between the time prescribed in the Contract or the extended time for completion, as the case may be, and the date of substantial completion of the Works as stated in the Certificate of Substantial Completion, subject to the applicable limit stated in the Contract. The said sum shall be payable by the sole fact of the delay without the need for any previous notice or any legal proceedings, or proof of damage, which shall in all cases be considered as ascertained. The Employer may, without prejudice to any other method of recovery, deduct the amount of such liquidated damages from any monies 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 from any other of his obligations and liabilities under the Contract. b) If, before the time for completion of the whole of the Works or of a Section of the Works, a Certificate of Substantial Completion has been issued for any part or Section of the Works, the liquidated damages for delay in completion of the remainder of the Works or of that Section may, for any period of delay after the date stated in such Certificate of Substantial Completion, and in the absence of alternative provisions in the Contract, be reduced in the proportion which the value of the part or Section so certified bears to the total value of the whole of the Works or Section, as applicable. The provisions of this Sub-Clause shall only apply to the rate of liquidated damages and shall not affect the limit thereof. 46.CERTIFICATE OF SUBSTANTIAL COMPLETION 46.1 Substantial Completion of the Works When the whole of the Works have been substantially completed and have satisfactorily passed any test on completion 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 Defects Liability Period. Such notice and undertaking shall be in writing and shall be deemed to be a request ITB for Construction of Kağızman Livestock Market (AKADP) 123 / 135

124 by the Contractor, for the Engineer to issue a Certificate of Substantial Completion in respect of the Works. The Engineer shall, within twenty-one (21) days of the date of delivery of such notice either issue to the Contractor, with a copy to the Employer, a Certificate of Substantial Completion stating the date on which, in his opinion, the Works were substantially 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 issuance of such Certificate. The Engineer shall also notify the Contractor of any defects in the Works affecting substantial completion that may appear after such instructions and before completion of the work specified therein. The Contractor shall be entitled to receive such Certificate of Substantial Completion within twenty-one (21) days of completion, to the satisfaction of the Engineer, of the work so specified and making good any defect so notified. Upon issuance of the Certificate of Substantial Completion of the Works, the Contractor shall be deemed to have undertaken to complete with due expedition any outstanding work during the Defects Liability Period Substantial Completion of Sections or Parts of the Works In accordance with the procedure in Sub-Clause (1) of this Clause and on the same conditions as provided therein, the Contractor may request the Engineer to issue, and the Engineer may issue, a Certificate of Substantial Completion in respect of any Section or part of the Works which has been substantially completed and has satisfactorily passed any tests on completion prescribed by the Contract, if: a) a separate time for completion is provided in the Contract in respect of such Section or part of the Works; b) such Section or part of the Works has been completed to the satisfaction of the Engineer and is required by the Employer for his occupation or use. Upon the issuance of such Certificate, the Contractor shall be deemed to have undertaken to complete any outstanding work during the Defects Liability Period. 47. DEFECTS LIABILITY 47.1 Defects Liability Period The expression "Defects Liability Period" shall mean the period of twelve (12) months, calculated from the date of completion of the Works stated in the Certificate of Substantial Completion issued by the Engineer or, in respect of any Section or part of the Works for which a separate Certificate of Substantial Completion has been issued, from the date of completion of that Section or part as stated in the relevant Certificate. The expression "the Works" shall, in respect of the Defects Liability Period, be construed accordingly Completion of Outstanding Work and Remedying of Defects During the Defects Liability Period, the Contractor shall finish the work, if any, outstanding at the date of the Certificate of Substantial Completion, 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 Defects Liability Period and within fourteen (14) days after its expiration, as a result of an inspection made by or on behalf of the Engineer prior to expiration of the Defects Liability Period Cost of Execution of Work of Repair, etc. All such outstanding 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 material or workmanship not in ITB for Construction of Kağızman Livestock Market (AKADP) 124 / 135

125 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 Remedy on Contractor's Failure to Carry Out Work Required If the Contractor shall fail to do any such work outstanding on the Works, the Employer 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 the Employer, and may be deducted by the Employer from any monies due or which may become due to the Contractor Certificate of Final Completion Upon satisfactory completion of the work outstanding on the Works, the Engineer shall within twenty eight (28) days of the expiration of the Defects Liability period issue a Certificate of Final Completion to the Contractor. The Contract shall be deemed to be completed upon issuance of such Certificate, provided that the provisions of the Contract which remain unperformed and the Settlement of Disputes provision in the Contract shall remain in force for as long as is necessary to dispose of any outstanding matters or issues between the Parties. 48. ALTERATIONS, ADDITIONS AND OMISSIONS 48.1 Variations The Engineer may within his powers introduce any variations to the form, type or quality of the Works or any part thereof which he considers necessary and for that purpose or if for any other reasons it shall, in his opinion be desirable, he shall have power to order the Contractor to do and the Contractor shall do any of the following: (a) increase or decrease the quantity of any work under the Contract; (b) omit any such work; (c) change the character or quality or kind of any such work; (d) change the levels, lines, positions and dimensions of any part of the Works; (e) execute additional work of any kind necessary for the completion of the Works, and no such variation shall in any way vitiate or invalidate the Contract Variations Increasing Cost of Contract or altering the Works. The Engineer shall, however, obtain the written approval of the Employer before giving any order for any variations which may result in an increase of the Contract Price or in an essential alteration of the quantity, quality or character of the Works Orders for Variations to be in Writing No variations shall be made by the Contractor without an order in writing from the Engineer. Variations requiring the written approval of the Employer under Item (2) of this Clause shall be made by the Contractor only upon written order from the Engineer accompanied by a copy of the Employer's approval. Provided that, subject to the provisions of the Contract, no order in writing shall be required for any 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 Bill of Quantities Valuation of Variations ITB for Construction of Kağızman Livestock Market (AKADP) 125 / 135

126 The Engineer shall estimate to the Employer the amount to be added or deducted from the Contract Price in respect of any variation, addition or omission. In the case of any variation, addition or omission which may result in an increase of the Contract Price, the Engineer shall communicate such estimate to the Employer together with his request for the Employer's written approval of such variation, addition or omission. The value of any variation, addition or omission shall be calculated on the basis of the unit prices contained in the Bill of Quantities. 49.PLANT, TEMPORARY WORKS AND MATERIALS 49.1 Plant, etc., Exclusive Use for the Works All Constructional Plant, Temporary Works and Materials provided by the Contractor shall, when brought on the Site, be deemed to be exclusively intended for the construction and completion of the Works and the Contractor shall not remove the same or any part thereof (save 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 Removal of Plant, etc. 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 Employer not liable for Damage to Plant The Employer shall not be at any time liable for the loss of any of the said Constructional plant, Temporary Works or Materials save if such loss results from the act or neglect of the Employer, its employees or agents Ownership of paid material and work All material and work covered by payments made by the Employer to the Contractor shall thereupon become the sole property of the Employer, but this provision shall not be construed as relieving the Contractor from the sole responsibility for all material and work upon which payments have been made or the restoration of any damaged work or as waiving the right of the Employer to require the fulfillment of all of the terms of the Contract Equipment and supplies furnished by Employer Title to any equipment and supplies which may be furnished by the Employer shall rest with the Employer and any such equipment and supplies shall be returned to the Employer at the conclusion of the Contract or when no longer needed by the Contractor. Such equipment when returned to the Employer, shall be in the same condition as when delivered to the Contractor, subject to normal wear and tear. 50.APPROVAL OF MATERIALS ETC., NOT IMPLIED The operation of Clause 49 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. 51.MEASUREMENT OF WORKS The Engineer shall, when he requires any part or parts of the Works to be measured, give notice to the Contractor or the Contractor's authorized agent or representative who shall forthwith attend or ITB for Construction of Kağızman Livestock Market (AKADP) 126 / 135

127 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. The purpose of measuring is to ascertain the volume of work executed by the Contractor and therefore determine the amount of the monthly payments. 52.LIABILITY OF THE PARTIES 52.1 The Works shall not be considered as completed until a Certificate of Final Completion shall have been signed by the Engineer and delivered to the Employer stating that the Works have been completed and that the Contractor has fulfilled all his obligations under Clause 47 to his satisfaction The Employer shall not be liable to the Contractor for any matter 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 giving of the Certificate of Final Completion and in accordance with the Contract Unfulfilled Obligations Notwithstanding the issue of the Certificate of Final Completion, the Contractor shall remain liable for the fulfillment of any obligation incurred under the provisions of the Contract prior to the issuance of the Certificate of Final Completion and which remains unperformed at the time such Certificate is issued. For the purpose of determining the nature and extent of any such obligation the Contract shall be deemed to remain in force between the parties hereto Contractor Responsible Notwithstanding any other provisions in the Contract documents, the Contractor shall be totally responsible for and shall bear any and all risks of loss or damage to or failure of the Works or any part thereof for a period of ten years after issuance of the Certificate of Final Completion, provided always that such risks, damage or failure result from acts, defaults and negligence of the Contractor, his agents, employees or workmen and such contractors. 53.AUTHORITIES 53.1 The Employer shall have the right to enter upon the Site and expel the Contractor therefrom without thereby voiding the Contract or releasing the Contractor from any of his obligations or liabilities under the Contract or affecting the rights and powers conferred on the Employer and the Engineer by the Contract in any of the following cases: (a) If the Contractor is declared bankrupt or claims bankruptcy or court protection against his creditors or if the Contractor is a company or member of a company which was dissolved by legal action; (b) If the Contractor makes arrangements with his creditors or agrees to carry out the Contract under an inspection committee of his creditors; (c) If the Contractor withdraws from the Works or assigns the Contract to others in whole or in part without the Employer's prior written approval; (d) If the Contractor fails to commence the Works or shows insufficient progress to the extent which in the opinion of the Engineer will not enable him to meet the target completion date of the Works; (e) If the Contractor suspends the progress of the Works without due cause for fifteen (15) days after receiving from the Engineer written notice to proceed; ITB for Construction of Kağızman Livestock Market (AKADP) 127 / 135

128 (f) If the Contractor fails to comply with any of the Contract conditions or fails to fulfill his obligations and does not remedy the cause of his failure within fifteen (15) days after being notified to do so in writing; (g) If the Contractor is not executing the work in accordance with standards of workmanship specified in the Contract; (h) If the Contractor gives or promises to give a present or loan or reward to any employee of the Employer or of the Engineer. Then the Employer may himself complete the Works or may employ any other contractor to complete the Works and the Employer or such other contractor may use for such completion so much of Constructional Plant, Temporary Works and Materials, which have been deemed to be reserved exclusively for the construction and completion of the Works under the provision of the Contract as he or they may think proper and the Employer may at any time sell any of the said Constructional Plant, Temporary Works and unused materials and apply the proceeds of sale in or towards the satisfaction of any sums due or which may become due to him from the Contractor under the Contract Evaluation after Re-entry The Engineer shall as soon as may be practicable after any such entry and expulsion by the Employer notify the Contractor to attend the necessary evaluation of the Works. In the event that for any reason the Contractor does not attend such evaluation the Engineer shall undertake the said evaluation in the absence of the Contractor and shall issue a certificate stating the sum, if any, due to the Contractor for work done in accordance with the Contract up to the time of entry and expulsion by the Employer which has been reasonably accumulated to the Contractor in respect of the Works he has executed in such case in accordance with the Contract. The Engineer shall indicate the value of the materials whether unused or partially used and the value of construction equipment and any part of the Temporary Works Payment After Re-entry If the Employer shall enter and expel the Contractor under this Clause he shall not be liable to pay the Contractor any money on account of the Contract until the expiration of the Defects Liability Period, and thereafter until the costs of completion and making good any defects of the Works, damages for delay in completion (if any), and all other expenses incurred by the Employer have been ascertained and their amount certified by the Engineer. The Contractor shall then be entitled to receive only such sum or sums (if any) as the Engineer may certify would have been due to him upon due completion by him after deducting the said amount. But 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 the Employer the amount of such excess. The Employer in such case may recover this amount from any money due to the Contractor from the Employer without the need to resort to legal procedures. 54.URGENT REPAIRS 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 Defects Liability Period any remedial or other work or repair shall in the opinion of the Engineer be urgently necessary for security and the Contractor is unable or unwilling at once to do such work or repair, the Employer may by his own or other workmen do such work or repair as the Engineer may consider necessary. If the work or repair so done by the Employer is work which in the opinion of the Engineer the Contractor was liable to do at his own expense under the Contract, all costs and ITB for Construction of Kağızman Livestock Market (AKADP) 128 / 135

129 charges properly incurred by the Employer in so doing shall on demand be paid by the Contractor to the Employer or may be deducted by the Employer from any monies due or which may become due to the Contractor provided always that the Engineer shall as soon after the occurrence of any such emergency as may be reasonably practicable notify the Contractor thereof in writing. 55.INCREASE AND DECREASE OF COSTS Except if otherwise provided by the Contract, no adjustment of the Contract Price shall be made in respect of fluctuations of market, prices of labour, materials, plant or equipment, neither due to fluctuation in interest rates nor devaluation or any other matters affecting the Works. 56.TAXATION The Contractor shall be responsible for the payment of all charges and taxes in respect of income including value added tax, all in accordance with and subject to the provisions of the income tax laws and regulations in force and all amendments thereto. It is the Contractor's responsibility to make all the necessary inquiries in this respect and he shall be deemed to have satisfied himself regarding the application of all relevant tax laws. 57.BLASTING The Contractor shall not use any explosives without the written permission of the Engineer who shall require that the Contractor has complied in full with the regulations in force regarding the use of explosives. However, the Contractor, before applying to obtain these explosives, has to provide well arranged storage facilities. The Engineer's approval or refusal to permit the use of explosives shall not constitute ground for claims by the Contractor. 58.MACHINERY The Contractor shall be responsible for coordinating the manufacture, delivery, erection and commissioning of plant machinery and equipment which are to form a part of the Works. He shall place all necessary orders as soon as possible after the signing of the Contract. These orders and their acceptance shall be produced to the Engineer on request. The Contractor shall also be responsible for ensuring that all sub-contractors adhere to such programs as are agreed and are needed to ensure completion of the Works within the period for completion. Should any subcontracted works be delayed, the Contractor shall initiate the necessary action to speed up such completion. This shall not prejudice the Employer's right to exercise his remedies for delay in accordance with the Contract. 59.TEMPORARY WORKS AND REINSTATEMENT The Contractor shall provide and maintain all temporary roads and tracks necessary for movement of plant and materials and clear same away at completion and make good all works damaged or disturbed. The Contractor shall submit drawings and full particulars of all Temporary Works to the Engineer before commencing same. The Engineer may require modifications to be made if he considers them to be insufficient and the Contractor shall give effect to such modifications but shall not be relieved of his responsibilities. The Contractor shall provide and maintain weather-proof sheds for storage of material pertinent to the Works both for his own use and for the use of the Employer and clear same away at the completion of the Works. The Contractor shall divert as required, at his own cost and subject to the approval of the Engineer, all public utilities encountered during the progress of the Works, except those specially indicated on the drawings as being included in the Contract. Where diversions of services are not required in connection with the Works, the Contractor shall uphold, maintain and keep the same in working order in existing locations. The Contractor shall make good, at his own expense, all damage to telephone, telegraph and electric cable or wires, sewers, water or other pipes and other services, except where the Public Authority ITB for Construction of Kağızman Livestock Market (AKADP) 129 / 135

130 or Private Party owning or responsible for the same elects to make good the damage. The costs incurred in so doing shall be paid by the Contractor to the Public Authority or Private Party on demand. 60.PHOTOGRAPHS AND ADVERTISING The Contractor shall not publish any photographs of the Works or allow the Works to be used in any form of advertising whatsoever without the prior approval in writing from the Employer. 61.PREVENTION OF CORRUPTION The Employer shall be entitled to cancel the Contract and to recover from the Contractor the amount of any loss resulting from such cancellation, if the Contractor has offered or given any person any gift or consideration of any kind as an inducement or reward for doing or intending to do any action in relation to the obtaining or the execution of the Contract or any other contract with the Employer or for showing or intending to show favour or disfavour to any person in relation to the Contract or any other contract with the Employer, if the like acts shall have been done by any persons employed by him or acting on his behalf whether with or without the knowledge of the Contractor in relation to this or any other Contract with the Employer. 62.DATE FALLING ON HOLIDAY Where under the terms of the Contract any act is to be done or any period is to expire upon a certain day and that day or that period fall on a day of rest or recognized holiday, the Contract shall have effect as if the act were to be done or the period to expire upon the working day following such day. 63.NOTICES 63.1 Unless otherwise expressly specified, any notice, consent, approval, certificate or determination by any person for which provision is made in the Contract Documents shall be in writing. Any such notice, consent, approval, certificate or determination to be given or made by the Employer, the Contractor or the Engineer shall not be unreasonably withheld or delayed Any notice, certificate or instruction to be given to the Contractor by the Engineer or the Employer under the terms of the Contract shall be sent by post, cable, telex or facsimile at the Contractor's principal place of business specified in the Contract or such other address as the Contractor shall nominate in writing for that purpose, or by delivering the same at the said address against an authorized signature certifying the receipt Any notice to be given to the Employer under the terms of the Contract shall be sent by post, cable, telex or facsimile at the Employer's address specified in the Contract, or by delivering the same at the said address against an authorized signature certifying the receipt Any notice to be given to the Engineer under the terms of this Contract shall be sent by post, cable, telex or facsimile at the Engineer's address specified in the Contract, or by delivering the same at the said address against an authorized signature certifying the receipt. 64.LANGUAGE, WEIGHTS AND MEASURES Except as may be otherwise specified in the Contract, English shall be used by the Contractor in all written communications to the Employer or the Engineer with respect to the services to be rendered and with respect to all documents procured or prepared by the Contractor pertaining to the Works. The metric system of weights and measures shall be used in all instances. ITB for Construction of Kağızman Livestock Market (AKADP) 130 / 135

131 65.RECORDS, ACCOUNTS, INFORMATION AND AUDIT The Contractor shall maintain accurate and systematic records and accounts in respect of the work performed under this Contract. The Contractor shall furnish, compile or make available at all times to the UNDP any records or information, oral or written, which the UNDP may reasonably request in respect of the Works or the Contractor's performance thereof. The Contractor shall allow the UNDP or its authorized agents to inspect and audit such records or information upon reasonable notice. 66.FORCE MAJEURE Force majeure as used herein means Acts of God, war (whether declared or not), invasion, revolution, insurrection or other acts or events of a similar nature or force. In the event of and as soon as possible after the occurrence of any cause constituting force majeure, the Contractor shall give notice and full particulars in writing to the UNDP and to the Engineer of such force majeure if the Contractor is thereby rendered unable, wholly or in part, to perform its obligations and meet its responsibilities under this Contract. Subject to acceptance by the UNDP of the existence of such force majeure, which acceptance shall not be unreasonably withheld, the following provisions shall apply: (a) The obligations and responsibilities of the Contractor under this Contract shall be suspended to the extent of his inability to perform them and for as long as such inability continues. During such suspension and in respect of work suspended, the Contractor shall be reimbursed by the UNDP substantiated costs of maintenance of the Contractor's equipment and of per diem of the Contractor's permanent personnel rendered idle by such suspension; (b) The Contractor shall within fifteen (15) days of the notice to the UNDP of the occurrence of the force majeure submit a statement to the UNDP of estimated costs referred to in sub-paragraph (a) above during the period of suspension followed by a complete statement of actual expenditures within thirty (30) days after the end of the suspension; (c) The term of this Contract shall be extended for a period equal to the period of suspension taking however into account any special condition which may cause the additional time for completion of the Works to be different from the period of suspension; (d) If the Contractor is rendered permanently unable, wholly or in part, by reason of force majeure, to perform his obligations and meet his responsibilities under the Contract, the UNDP shall have the right to terminate the Contract on the same terms and conditions as provided for in Clause 68 of these General Conditions, except that the period of notice shall be seven (7) days instead of fourteen (14) days, and (e) For the purpose of the preceding sub-paragraph, the UNDP may consider the Contractor permanently unable to perform in case of any suspension period of more than ninety (90) days. 67.SUSPENSION BY THE UNDP The UNDP may by written notice to the Contractor suspend for a specified period, in whole or in part, payments to the Contractor and/or the Contractor's obligation to continue to perform the Works under this Contract, if in the UNDP' sole discretion: ITB for Construction of Kağızman Livestock Market (AKADP) 131 / 135

132 (a) any conditions arise which interfere, or threaten to interfere with the successful execution of the Works or the accomplishment of the purpose thereof, or (b) the Contractor shall have failed, in whole or in part, to perform any of the terms and conditions of this Contract. After suspension under sub-paragraph (a) above, the Contractor shall be entitled to reimbursement by the UNDP of such costs as shall have been duly incurred in accordance with this Contract prior to the commencement of the period of such suspension. The term of this Contract may be extended by the UNDP for a period equal to any period of suspension, taking into account any special conditions which may cause the additional time for completion of the Works to be different from the period of suspension. 68.TERMINATION BY THE UNDP The UNDP may, notwithstanding any suspension under Clause 67 above, terminate this Contract for cause or convenience in the interest of the UNDP upon not less than fourteen (14) days written notice to the Contractor. Upon termination of this Contract: (a) The Contractor shall take immediate steps to terminate his performance of the Contract in a prompt and orderly manner and to reduce losses and to keep further expenditures to a minimum, and (b) The Contractor shall be entitled (unless such termination has been occasioned by the Contractor's breach of this Contract), to be paid for the part of the Works satisfactorily completed and for the materials and equipment properly delivered to the Site as of the date of termination for incorporation to the Works, plus substantiated costs resulting from commitments entered into prior to the date of termination as well as any reasonable substantiated direct costs incurred by the Contractor as a result of the termination, but shall not be entitled to receive any other or further payment or damages. 69.TERMINATION BY THE CONTRACTOR In the case of any alleged breach by the UNDP of the Contract or in any other situation which the Contractor reasonably considers to entitle him to terminate his performance of the Contract, the Contractor shall promptly give written notice to the UNDP detailing the nature and the circumstances of the breach or other situation. Upon acknowledgement in writing by the UNDP of the existence of such breach and the UNDP' inability to remedy it, or upon failure of the UNDP to respond to such notice within twenty (20) days of receipt thereof, the Contractor shall be entitled to terminate this Contract by giving 30 days written notice thereof. In the event of disagreement between the Parties as to the existence of such breach or other situation referred to above, the matter shall be resolved in accordance with Clause 71 of these General Conditions. Upon termination of this Contract under this Clause the provisions of sub-paragraph (b) of Clause 68 hereof shall apply. 70.RIGHTS AND REMEDIES OF THE UNDP Nothing in or relating to this Contract shall be deemed to prejudice or constitute a waiver of any other rights or remedies of the UNDP. The UNDP shall not be liable for any consequences of, or claim based upon, any act or omission on the part of the Government. ITB for Construction of Kağızman Livestock Market (AKADP) 132 / 135

133 71.SETTLEMENT OF DISPUTES In the case of any claim, controversy or dispute arising out of, or in connection with this Contract or any breach thereof, the following procedure for resolution of such claim, controversy or dispute shall apply Notification The aggrieved party shall immediately notify the other party in writing of the nature of the alleged claim, controversy or dispute, not later than seven (7) days from awareness of the existence thereof Consultation On receipt of the notification provided above, the representatives of the Parties shall start consultations with a view to reaching an amicable resolution of the claim, controversy or dispute without causing interruption of the Works Conciliation Where the representatives of the Parties are unable to reach such an amicable settlement, either party may request the submission of the matter to conciliation in accordance with the UNCITRAL Rules of Conciliation then obtaining Arbitration Any claim, controversy or dispute which is not settled as provided under clauses 71.1 through 3 above shall be referred to arbitration in accordance with the UNCITRAL Arbitration Rules then obtaining. The Parties shall be bound by the arbitration award rendered in accordance with such arbitration as the final adjudication of any such controversy or claim. 72. PRIVILEGES AND IMMUNITIES Nothing in or relating to this Contract shall be deemed a waiver of any of the privileges and immunities of the United Nations of which the UNDP is an integral part. 73. SECURITY The Contractor shall: (a) put in place an appropriate security plan and maintain the security plan, taking into account the security situation in the country where the services are being provided; (b) assume all risks and liabilities related to the Contractor s security, and the full implementation of the security plan. UNDP reserves the right to verify whether such a plan is in place, and to suggest modifications to the plan when necessary. Failure to maintain and implement an appropriate security plan as required hereunder shall be deemed a breach of this contract. Notwithstanding the foregoing, the Contractor shall remain solely responsible for the security of its personnel and for UNDP s property in its custody as set forth in paragraph 4.1 above. 74. AUDIT AND INVESTIGATIONS Each invoice paid by UNDP shall be subject to a post-payment audit by auditors, whether internal or external, of UNDP or the authorized agents of the UNDP at any time during the term of the Contract ITB for Construction of Kağızman Livestock Market (AKADP) 133 / 135

134 and for a period of three (3) years following the expiration or prior termination of the Contract. The UNDP shall be entitled to a refund from the Contractor for any amounts shown by such audits to have been paid by the UNDP other than in accordance with the terms and conditions of the Contract. Should the audit determine that any funds paid by UNDP have not been used as per contract clauses, the company shall reimburse such funds forthwith. Where the company fails to reimburse such funds, UNDP reserves the right to seek recovery and/or to take any other action as it deems necessary. The Contractor acknowledges and agrees that, at anytime, UNDP may conduct investigations relating to any aspect of the Contract, the obligations performed under the Contract, and the operations of the Contractor generally. The right of UNDP to conduct an investigation and the Contractor s obligation to comply with such an investigation shall not lapse upon expiration or prior termination of the Contract. The Contractor shall provide its full and timely cooperation with any such inspections, post-payment audits or investigations. Such cooperation shall include, but shall not be limited to, the Contractor s obligation to make available its personnel and any documentation for such purposes and to grant to UNDP access to the Contractor s premises. The Contractor shall require its agents, including, but not limited to, the Contractor s attorneys, accountants or other advisers, to reasonably cooperate with any inspections, post-payment audits or investigations carried out by UNDP hereunder. 75. ANTI-TERRORISM The Contractor agrees to undertake all reasonable efforts to ensure that none of the UNDP funds received under this Contract are used to provide support to individuals or entities associated with terrorism and that the recipients of any amounts provided by UNDP hereunder do not appear on the list maintained by the Security Council Committee established pursuant to resolution 1267 (1999). The list can be accessed via This provision must be included in all sub-contracts or sub-agreements entered into under this Contract. ITB for Construction of Kağızman Livestock Market (AKADP) 134 / 135

135 Section 12- Project Drawings Sign Board Please kindly download Technical Drawings (pdf document) from UNDP Turkey Procurement Page!!! ITB for Construction of Kağızman Livestock Market (AKADP) 135 / 135