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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | ₹9.8 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹9.9 LRejected-AOC | ₹9.9 L | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | Sabareesan L2 | Selva Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank
with initial lead of 10 m and lift of 2 M in narrow
trenches having bed width 1.25m & below for
laying of pipes for water supply and sewerage
works in the following type of soils as directed
by Departmental officers | 366 | M3 | 222 ₹81,252 | 220 ₹80,520 |
| 2.00Removing the burst R.C.C. 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 TWAD Board Officers. (300mm) | |||||
| 2.01 | 0-4m (300mm) | 12 | Nos | 6,290 ₹75,480 | 6,278 ₹75,336 |
| 3.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 14 | M3 | 2,435 ₹34,090 | 2,428.5 ₹33,999 |
| 4.00 | Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths, - 0-4 mts. | 30 | RM | 4,620 ₹1.4 L | 4,612.5 ₹1.4 L |
| 5.00 | RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with
sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. (300mm) | 30 | RM | 1,190 ₹35,700 | 1,185.5 ₹35,565 |
| 6.00 | Lowering RCC pipes and specials into the
trenches and laying to proper grade and
alignment (2-4m) (300 MM) | 30 | RM | 102 ₹3,060 | 100.5 ₹3,015 |
| 7.00 | Jointing RCC pipes with cement using
necessary collars including the cost of
jointing materials. (2-4M) (300MM) | 12 | Nos | 605 ₹7,260 | 602.5 ₹7,230 |
| 8.00 | Refilling the outside of the well with excavated earth (other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the , Officers. | 328 | M3 | 50 ₹16,400 | 45.8 ₹15,022.40 |
| 9.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH | 30 | M3 | 2,970 ₹89,100 | 2,961 ₹88,830 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
30 Dec 2025, 3:00 pmClosed
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
Relaying of Sewer Pipe Line at Melacauvery mariamman kovil street at ward no 4 In Kumbakonam City Municipal Corporation
2025_MAWS_636011_1
13931/2025E1
Open Tender
Civil Works
180 days
kumbakonam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,000
Yes
30 Mar 2026
24 Dec 2025
30 Dec 2025
24 Dec 2025
30 Dec 2025
24 Dec 2025
Amount
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers
Removing the burst R.C.C. 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 TWAD Board Officers. (300mm)
Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths, - 0-4 mts.
RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring joints. (300mm)
Lowering RCC pipes and specials into the trenches and laying to proper grade and alignment (2-4m) (300 MM)
Jointing RCC pipes with cement using necessary collars including the cost of jointing materials. (2-4M) (300MM)
Refilling the outside of the well with excavated earth (other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the , Officers.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Cement Conceret 1:4:8 (One Cement four M-sand and eight aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete
Plain Cement Concrete 1:1.5:3 (one cement, One and Half crushed stone sand and Three hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I )
Desilting light or sandysoil or silt from infiltration wells below water level including the charges for special T&P and air compressor etc. complete.
Dewatering using 5HP 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 other incidental charges etc., complete.(up to 7.5 HP)
Sabareesan (BID ID -1546616)
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