Public Works Department Tender

View complete overview of Puducherry PWD Tender

Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date13 Jan 2024
Closing DateCancelled
Tender Amount₹ 7,11,852 
Notes
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Costs

Description

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Documents
Sample format for Declaration to the contractor for NIT
Sample Affidavit and experience for PWD Puducherry Contractor
Sample format for Model 1 Arbitration Agreement
Report Missing Document

BOQ Items

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Code No. 2.10.1.2:- Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes,cables etc , exceeding 80mm dia but not exceeding 300 mm dia

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Code No. 31.125.1A:- Providing and laying S&S Centrifugally (spun) Cast iron pipe class LA (Electro steel/Sripipes/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at UT of Puducherry, lowering to the trenches,laying to proper grade and alignment,testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -80mm dia.

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Code No. 31.125.1B:- Providing and laying S&S Centrifugally (spun) Cast iron pipe class LA (Electro steel/Sripipes/Jindal) conforming to IS specification 1536 and ISI marked suitable for tyton /push on joints in good condition including transportation of C.I.pipe from production centre/company to the site at UT of Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 3114 and CPWD specification . (earth work and jointing of pipes with rubber gasket will be paid separately) -100mm dia.

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Code No. 31.134.1A:- Providing and jointing cast iron / D.I. (S&S) pipe joints with rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -80mm dia.

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Code No. 31.134.1B:- Providing and jointing cast iron / D.I. (S&S) pipe joints with rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -100mm dia.

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Code No. 31.127.1A:- Providing and fixing in position S&S standard C.I. specials(Electro steel/Sripipes/Jindal) such as tees, bends,collors, tapers, caps etc.conforming to IS specification 1538 and ISI marked - 80 to 200mm dia

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Code No. 31.48.6B:- Providing and fixing C.I. Double air valve with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 50 mm dia.

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Code No. 31.173.1C:- Providing and fixing in position UPVC moulded saddle set (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -90 x 20mm dia

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Code No. 31.173.1D:-Providing and fixing in position UPVC moulded saddle set (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -110 x 20mm dia

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Code No. 4.12B:-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achieve the desired density (As per MoRTH specification, 4th Revision)

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Code No. 4.1.8: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

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Code No. 11.3.1: Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate

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Code No. 16.68:- Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with coarse sand etc. all complte

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Code No. 2.27:- Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete

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