THAPAR UNIVERSITY: PATIALA

Transcription

1 THAPAR UNIVERSITY: PATIALA SHORT TERM TENDER NOTICE Sealed Item Rate Tenders are hereby invited from the from the Civil contractors registered with Thapar University, P.W.D. B&R, Punjab, P.S.E.B./PSPCL, Centre/State/local Govt. Punjab for the work detailed on prescribed NIT which can be downloaded from our University website ( from to Tenders will be received up to 3.00 p.m. on and will be opened at 3.30 p.m. on the same day in presence of bidders who so ever are present. Sr. Description of Work No 01. Execution the work of soil stabilization by pressure grouting in depressed floor area in COS building complex at University Campus 02 Execution the work of filling of bathroom floor tiles joints in FRA & FRB houses at University campus 03. Providing and erection of G.I sheet barricade along the boundary wall behind STP at University campus 04. DNIT FOR THE WORK OF FABRICATION OF PRECAST RCC COVERS FOR MANHOLES, GULLY TRAPS, CHAMBERS ETC. AT UNIVERSITY CAMPUS. 05 DNIT for the work of Installation of Laboratory sinks in Room No. 321,322 & 324 at IInd floor of G block at University Campus Time Period 45 days 30 days 30 days 21 days 30 days Tender will be accepted from those contractors who have experience in execution of similar type of works and should have registration with EPF, ESI, IT PAN, VAT and Service Tax. Numbers Departments. DEPUTY GENERAL MANAGER

2 TERMS & CONDITIONS The Contractor will be bound to follow the instruction stipulated below and no deviation from these conditions will be allowed under any circumstances. 1. The work will be executed confirming to Punjab PWD Specifications along with all corrections slips issued by the Chief Engineer Pb., PWD, Public Health Branch, Patiala and should be as per the drawing to this work as issued by the University and nothing extra on account of carriage, taxes, breakage, octroi etc. will be paid to you against the material at site. 2. Cement to be used at site will be of following make: Ambuja 53 Grade, Birla Plus, Binani OPC, ACC & JK 43 grade confirming to relevant ISI codes. 3. The dismantled material will be property of the University. The Contractor will have no claim on this account. 4. The contractor will organize his working in such a way that no disturbance is caused in the normal working of the University. 5. The Contractor will not be allowed to carry out any work involving use of cement on Sunday/National Holiday without the written permission of the Engineer in-charge. 6. It will be responsibility of the contractor to stack the dismantled material property and to deliver the same to Junior Engineer, if desired. 7. A security 5% of the bill amount to cover the cost that may be involved in removal of defects, imperfections or taking remedial measures in the work, which has been executed to be progressively, in all payments. This security will be refunded after three months of the completion of work as certified by the Er-in-charge with respect to satisfactory removal of all defects, imperfections, short comings and taking remedial measures, that may be necessary and after recording of final measurements of the work done, for which the certificate of the Er-in-charge would be conclusive. 8. Quantity of the work of any item may be increased/ decreased or any item omitted or substituted according to the requirement of the University and no claim on this account will be entertained. Any error in NIT can be corrected at any time as per CSR All samples of the material will be got approved from Er-in-charge before execution of the work. 10. No claim what so ever shall be entertained for any loss or damage caused by rains, flood or any act of God.

3 11. The Description of all the above items is subject to all the notes & clarifications on including the interim common schedule of rates in Metric Units and Pb. PWD Specification. 12. The period of contract has been mentioned in tender notice against each work. The work should be started within seven days from the date of issue of work order. 13. All notes and corrections of CSR 2010 are applicable for payment for works in plains. 14. Description of items given in brief. Incase, the specifications of item is not clear it will be as per Pb. PWD, B & R Specifications according to relevant ISI code and to the entire satisfaction of Engineer-in-charge. 15. Extra item should be analyzed as per nearest rate of CSR and current market rate. Items will be paid provisionally during currency of work, however, rates will be finalized after submission A.O.R. by contractor and approval of competent authority. 16. Bill would be processed in Construction and Maintenance Section after submission of the bill by the Contractor. 17. If the work will not be completed by the Contractor the balance work will be got completed at his risk and cost. 18. Taxes as levied by the Government from time to time will be deducted from the bills. 19. Cleaning of all the spots of white washing, painting etc. over floors, walls & electric fixtures is the responsibility of the Contractor. Other wise it will be got done at the cost of the Contractor. 20. All the safety measures required for the safety of labour & campus community will be contractor s responsibility. If any accident will occur the responsibility will lie with contractor. 21. Any other item which is not covered in the order but available in the PWD Pb., common schedule of rate 2010 shall be CSR+CP. CP applicable on Contractor should have valid VAT, EPF, ESIC, PAN and service tax Number, etc. 23. In case of legal dispute if any, jurisdiction will remain with Patiala District Court only. SIGNATURE OF THE CONTRACTOR WITH SEAL

4 DNIT for execution the work of soil stabilization by pressure grouting in depressed floor area in COS building complex at University Campus SR. NO. CSR/ DSR REF NO. Description of items Quantity UNIT Rate (in Rs.) 1 N.S. Providing and filling of cement by pressure grouting pump in hole of 12mm dia and 500mm deep by drilling,complete the work in all respect as per site requiremnet and instructions of engineer in charge including cleaning of site per kg AMOUNT (in Rs.) 2 N.S. Providing and filling of lime by pressure grouting pump in hole of 12mm dia and 500mm deep by drilling'complete the work in all respect as per site requiremnet and instructions of engineer in charge including cleaning of site per kg SIGNATURE AND SEAL OF CONTRACTOR

5 DNIT for the work of filling of bathroom floor tiles joints in FRA & FRB houses at University campus SR.NO. Name of items No. Quantity UNIT RATE (Rs.) 1./N.S. Filling of bathroom floor tiles (of sqft different sizes) joints (3 to 5mm wide) with paste of SIKA make Tiles grout and SBR 100 after preparing the joint with tile cutter & cleaning the surface. Complete the work in all respect as per site requirement and instructions of Engineer in charge. AMOUNT (Rs.) SIGNATURE OF CONTRACTOR WITH SEAL

6 DNIT for the work of providing and erection of G.I sheet barricade along the boundary wall behind STP at University campus S.No. Particular UNIT QTY RATE AMOUNT 1 Earth Works in excavation in foundation in trenches etc Cum 7 2 Providing and laying in position specified grade of reinforced cement concrete (1:2:4), excluding the cost of shuttering, centering and reinforcement cum 9 3 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a two coats of synthetic enamel paint over one priming coat of approved steel primer. Kg P & F of colour coated galvalume sheet 0.45 thick ISI make, fixed with SDS (self drilling screws) of good quality Complete the work in all respect as per site requirement and instruction of Engg.-incharge. Sqm 550

7 DNIT FOR THE WORK OF FABRICATION OF PRECAST RCC COVERS FOR MANHOLES, GULLY TRAPS, CHAMBERS ETC. AT UNIVERSITY CAMPUS. S.No. Particular Quantity UNIT RATE Amount 1 Providing & fixing of 50mm thick precast reinforced cement cocrete (1:1.5:3) covers fixed in a frame of M.S. Flat having size 50 x5mm. Complete the work in all respect as per instruction of Engg.-in-charge per sft SIGNATURE AND SEAL OF CONTRACTOR

8 DNIT for the work of Installation of Laboratory sinks in Room No. 321,322 & 324 at IInd floor of G block at University Campus Sr.No. Particulars Ref.No. Unit Quantity Rate (in Rs.) 1 Cement conc. 1:4:8 with brick ballast 40mm gauge csr cum 0.30 Amount (in Rs.) mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure above plinth level upto floor V level. 3 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in : mm thick cement plaster 1:4 (1 cement : 4 fine sand) 5 Conglomerate floor 40mm thick cement concrete toping 1:2:4 6 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. 7 Providing & fixing 1st quality ceramic glazed tiles confirming to ISI : of size 200x300mm as approved by engg.-in -charge over the 12mm th. Bed of cement sand mortar 1:4 and jointing with grey cement 3.3 kg per sqm.incld. Pointing with white cement. CSR sqm dsr cum 3.00 CSR 15.9 sqm csr sqm sqm csr Sqm 22.00

9 8 Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same i/c testing of joints complete as per direction of EIC. CSR mm o/d (b) m Providing, laying & fixing & jointing PVC pipe ISI along with trenches to correct aliginment and gradients, cutting jointing, testing etc. 75mm dia PVC pipe of 6kg/sqcm 10 P&L 32mm dia o/d HDPE pipe of 8 Kg PE-80 for waste water 11 Provo/ding,fixing and jointing gun -metal peet valves (heavy duty) with hand wheels,on G.I. Pipe lines laid in the ground or inside the buildings incld. All carriage complete A csr xiii rmt B (a) rmt mm i/d Brass ball valves (a) each P/L of RCC shelves 75mm thick for Lab sinks in RCC 1:2:4 i/c cost of shuttering & steel upto 60kg/cum Complete in all respect as per site requirement and instructions of Er. In charge. 13 P\F and jointing 15mm GI Union coupling as per IS 1879 in GI pipe line complete. 14 Providing and fixing white vitreous chinaware sinks of approved make consisting of 40mm C.P.brass waste with pair of brackets, complete in all respect. 15 P&F of C.P. Swam neck Lab cock of best make one way (Heavy) NS Sqm (a) each 3.00 each (a) each 3.00 SIGNATURE AND SEAL OF CONTRACTOR

10