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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | ₹4.5 L | L1 | Accepted-AOC aoc |
| 2 | L2₹4.5 L+₹254 (0.06%)Rejected-Finance | ₹4.5 L+₹254 (0.06%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹5.0 L+₹48,504 (10.9%)Rejected-Finance 42 A METTU STREET MUTHIRAPALAYAM PUDUCHERRY 605009 | PUDUCHERRY | PUDUCHERRY | PUDUCHERRY | 605009 | ₹5.0 L+₹48,504 (10.9%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹5.1 L+₹60,367 (13.5%)Rejected-Finance | ₹5.1 L+₹60,367 (13.5%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹5.1 L+₹61,354 (13.7%)Rejected-Finance | ₹5.1 L+₹61,354 (13.7%) | L5 | Rejected-Finance Rejected |
Tender Value
₹5.3 L
Closing Date
20 Dec 2021, 4:00 pmClosed
EE,PHD,PWD, Puducherry
O/O Executive Engineer, No.1 Subbiah Salai, Public Health Division, PWD, Puducherry
Providing and laying of pumping main from newly erected borewell near Govt. High School to Kanuvapet UG sump at Kanuvapet village in Villianur Commune, Puducherry.
2021_PWDC2_8883_1
18/PHD/2021-22/05
Open Tender
Civil Works
Item Rate
30 days
Puducherry
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
Exempted
14 Apr 2022
14 Dec 2021
21 Dec 2021
14 Dec 2021
20 Dec 2021
14 Dec 2021
Amount
Providing flanged joints to double flanged C.I / D.I. pipes and specials, including testing of joints - 150mm diameter pipe
Providing and fixing C.I. sluice valve (PN 1) (with handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 150 mm dia.
Providing and laying Ductile Iron Double flanged pipes of class K9 (Electro steel/Sripipes/Jindal/Electrotherm) conforming to IS specification 8329/2000 and ISI marked suitable for flanged joints in good condition including transportation of D.I.pipe from production centre/company to the site at UT of Puducherry, lowering to the trenches(or fixing in over head tanks above ground level) laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS12288 and CPWD specification . (earth work and jointing of pipes with rubber insertion will be paid separately) -150mm dia.
Providing and fixing in position flanged standard D.I. Specials (Electro steel/Sripipes/Jindal/Kiswok) such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 100 to 300mm dia.
Providing and fixing mild steel flange including bolts,nuts,rubber insertion, labour charges etc,complete-125mm 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,endcaps etc.,complete all as per IS and CPWD specification. - 140mm dia.
Providing and fixing in position UPVC moulded elbow (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 in position UPVC moulded plain coupler (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
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - bituminous road
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 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)
S R V Construction
P Ramamoorthy
BOOBALAN M
Ramakrishnan V
R. Ashokan
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