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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC NO 31 MAIN ROAD KUNICHAMPET PUDUCHERRY 605 501 | VILLUPURAM | TAMIL NADU | 605501 | L1 | Accepted-AOC aoc |
Tender Value
₹44.1 L
Closing Date
22 Nov 2021, 4:00 pmClosed
EE,PHD,PWD, Puducherry
O/O Executive Engineer, No.1 Subbiah Salai, Public Health Division, PWD, Puducherry
Replacing the damaged RCC gravity main with 800mm dia ductile iron pipe between junction of manholes at Ganesh Nagar 4th Cross and Pillaiyar Koil Street at Ramalingam Nagar along Pappammal Koil Street, Angalamman Nagar, Puducherry
2021_PWDC2_8710_1
15/PHD/2021-22
Open Tender
Civil Works
Item Rate
60 days
Puducherry
Please refer Tender documents.
3 documents required · 3 mandatory
₹525
Exempted
14 Apr 2022
12 Nov 2021
23 Nov 2021
12 Nov 2021
22 Nov 2021
12 Nov 2021
Amount
Cutting open concrete road for laying water main/sewer lines & stacking the usable materials on road side for reuse in road works.
Earth work excavation above water level and depositing on bank in sandy, silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for infiltration, gallery siphon or connecting pipe line including driving shoring materials as mentioned below. Removing the shoring materials and refilling with excavated earth complying with standard specification etc., complete. - First depth of 2m (using close timbering).
Earth work excavation below water level and depositing on bank in sandy,silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc,. for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete. – For first depth of 2 metre (using close timbering).
Earth work excavation below water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc, for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete. - For second depth of 2 metre (using close timbering).
Earth work excavation below water level and depositing on bank in sandy silt or other soil, wet sand or silt, light black cotton soil or clay, sandy loam and ordinary soil for I.Cs, manhole, well, infiltration well, suction well,siphon or connecting pipe line including driving shoring materials etc, for excavation purpose and removing the shoring materials and pumping out water caused by spring or tidal or river seepage using diesel engine and refilling with excavated earth complying with standard specification etc. complete.– For third depth of 2 metre (using close timbering).
Removing the burst RCC pipes from the pipe line and removal of slushy soil and baling out water and replacing the pipe line with sound pipe including jointing and cost of refilling the pipe line with water for retesting the pipe line etc complete (excluding cost of sound pipe and jointing materials and earth work) and as directed by the Engineer in charge - 1000 mm dia. (upto 6m depth)
Dewatering using 3hp to 70 hp diesel engine pumpset including Hire charges, cost of diesel, engine oil, pump operator, labour charges, conveyance of pumpset and fueld to site and back, loading, unloading and any other incidental charges etc. complete .. 30 HP
Dewatering using 3 hp to 70 hp diesel engine pumpset including hire charges, cost of diesel, engine oil, pump operator, labour charges conveyance of pumpset and fuel to site and back, loading, unloading and any othe incidental charges etc. complete .. 15 Hp
Providing and laying Ductile Iron socket and spigot pipes of class K7 (Electro steel/Lanco/Jindal/Electrotherm / Jai Balaji / TATA Metaliks Kubota) conforming to IS specification 8329/2000 and ISI marked suitable for tyton /push on joints in good condition including transportation of D.I.pipe from production centre/company to the site at Puducherry, lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment etc.,complete all as per IS 12288 and CPWD specification. (earth work and jointing of pipes with rubber gasket will be paid separately) -800mm dia.
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 -800mm dia.
Supply of Quary rubbish including stacking to department gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:11/2:3 (1 cement:1 1/2 coarse sand : 3 graded stone aggregate 20mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:4:8 (1 cement:4coarse sand : 8 graded stone aggregate 40mm nominal size)
Disposal of debries from the site including loading and unloading transporting the debries upto 5 km radius
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