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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC GOVERNMENT OF PUDUCHERRY PUBLIC WORKS DEPARTMENT PUBLIC HEALTH DIVISION PUDUCHERRY | PONDICHERRY | PUDUCHERRY | 605001 | L1 | Accepted-AOC Thiru. R. Ashokan is a single lowest tenderer | |
| 2 | Not Admitted-Finance N A | NEW DELHI | DELHI | 110001 | - | Not Admitted-Finance Others-Best Associates already have 3 works in hand. Hence Rejected |
Tender Value
₹7.8 L
EMD Value
₹15,617
Closing Date
14 Mar 2023, 4:00 pmClosed
Executive Engineer, PHD, PWD, Puducherry
Executive Engineer, PHD, PWD, Puducherry
Linking the new borewell in Mullukuttai near Sri Ram Nagar with the existing pumping main at Konda Reddy Palayam village, Mannadipet Commune, Puducherry.
2023_PWDC2_12220_1
35/PHD/2022-23/06
Open Tender
Civil Works
Item Rate
30 days
Uppalam
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
₹15,617
27 Apr 2023
8 Mar 2023
15 Mar 2023
8 Mar 2023
14 Mar 2023
8 Mar 2023
Amount
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
Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.6 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including cost of solvent cement, excluding UPVC specials such as bends, tees, threaded pieces, couplers, reducer, end caps etc., complete all as per IS and CPWD specification. - 140mm dia.
Providing and fixing in position UPVC fabricated bend (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked, Including labour charges for jointing, jointing materials etc, complete - 140 mm dia
Providing and fixing in position UPVC fabricated coupler (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 140 mm dia
Providing and fixing in position UPVC moulded endcap (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 140mm dia
Providing and fixing in position UPVC moulded tail piece without flange(Finolex / jain) (0.6 Mpa)conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc, complete - 140mm dia
Providing and fixing reducing mild steel flange including necessary bolts, nuts, rubber insertion, labour charges etc,complete-125 x 100mm dia
Providing and fixing mild steel flange including bolts, nuts, rubber insertion, labour charges etc,complete-125mm dia
Making connection of uPVC distribution branch with Upvc main of following sizes by providing and fixing tee including cutting the pipe etc.,compete.-110 mm dia to 160 mm dia nominal bore.
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - bituminous road
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Charges for developing the borewells with air compressor of 600 CFM capacity (minimum 8 hours) including transportation labour and fuel charges for compressor and conducting yield test by "V" Notch methods.
Horizontal drilling for road crossing for pipe laying including earth work excavation on both sides of road, horizontal drilling refilling etc. as directed by the Engineer-in-charge.
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