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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | ₹4.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.1 L+₹22,318 (4.60%)Rejected-AOC | ₹5.1 L+₹22,318 (4.60%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SRI BALAJII CONSTRUCTIONS L1 | PITCHAIMANI N L2 |
|---|---|---|---|---|---|
| 1.01 | Construction of manhole at various depth to invert including earth work excavation as per SS 20B laying cement concrete 1:3:6 , using 40mm jelly for foundation , sinking well kerp below GL for 4.50m depth and above pumping ,timbering charges for 2.50m depth and stock brick work in CM 1:3 , for 23cm wall and plastering interior with CM 1:3 , 12mm tk laying plain cement concrete 1:3:6, using 12 to 20mm jelly fixing to frame , providing CI steps , manhole refilling the trenches with quarry dust etc, complete 1.50m depth | 2 | no | 48,700.4 ₹97,400.8 Lowest | 50,940.6 ₹1,01,881.2 |
| 2.01 | 1.00m depth | 1 | no | 39,650.5 ₹39,650.5 Lowest | 41,474.4 ₹41,474.4 |
| 3.01 | Earth work excavation in all kinds of soil except hard rock requiring blastering inclusive of shoring, strutting and boiling out water wherever necessary etc., complete., | 126 | m3 | 289.6 ₹36,489.6 Lowest | 302.9 ₹38,165.4 |
| 4.01 | Supply of PVC pipes and Specials
200mm PVC 10KSC pipe | 30 | m | 1,088.8 ₹32,664 Lowest | 1,138.9 ₹34,167 |
| 5.01 | 200mm PVC Coupler | 6 | no | 318 ₹1,908 Lowest | 332.6 ₹1,995.6 |
| 6.01 | PVC Adhesive (Solution) | 3 | lit | 359.3 ₹1,077.9 Lowest | 375.8 ₹1,127.4 |
| 7.01 | Laying and jointing with cement mortar
stoneware pipes and specials in dry condition and testing with water | 30 | m | 43.5 ₹1,305 Lowest | 45.5 ₹1,365 |
| 8.01 | Supply of 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 etc., complete | 40 | m | 770.2 ₹30,808 Lowest | 805.6 ₹32,224 |
| 9.01 | 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 Upto 3.00m. | 40 | m | 3,029.1 ₹1,21,164 Lowest | 3,168.4 ₹1,26,736 |
| 10.01 | Supply of RUBBER GASKETS AS PER IS 5382/1985 (Reaffirmed 1998) etc., complete. | 40 | m | 51.3 ₹2,052 Lowest | 53.7 ₹2,148 |
Tender Value
₹4.9 L
EMD Value
₹4,862
Closing Date
23 Jan 2026, 10:00 amClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai, Thallakulam, Madurai.
Construction of New Manhole and UGD Main Line arrangements work at Krishna Street, Nehru Street, K.T.K.Thangamani Main Sreet in Ward No.22.
2026_MAWS_640900_1
Z2 / E1 / EST.496 / 2025-26
Open Tender
Civil Works
Lump-sum
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,862
22 Jul 2026
19 Jan 2026
23 Jan 2026
19 Jan 2026
23 Jan 2026
19 Jan 2026
Construction of manhole at various depth to invert including earth work excavation as per SS 20B laying cement concrete 1:3:6 , using 40mm jelly for foundation , sinking well kerp below GL for 4.50m depth and above pumping ,timbering charges for 2.50m depth and stock brick work in CM 1:3 , for 23cm wall and plastering interior with CM 1:3 , 12mm tk laying plain cement concrete 1:3:6, using 12 to 20mm jelly fixing to frame , providing CI steps , manhole refilling the trenches with quarry dust etc, complete 1.50m depth
1.00m depth
Earth work excavation in all kinds of soil except hard rock requiring blastering inclusive of shoring, strutting and boiling out water wherever necessary etc., complete.,
Supply of PVC pipes and Specials 200mm PVC 10KSC pipe
200mm PVC Coupler
PVC Adhesive (Solution)
Laying and jointing with cement mortar stoneware pipes and specials in dry condition and testing with water
Supply of 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 etc., complete
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 Upto 3.00m.
Supply of RUBBER GASKETS AS PER IS 5382/1985 (Reaffirmed 1998) etc., complete.
Lowering RCC pipes and specials into the trenches and laying to proper grade and alignment etc., complete.
Jointing RCC pipes with lead and hemp yarn using steel collars including the cost of jointing materials and caulking the joints etc., complete.
Refilling the trenches with excavated earth in layars of 25cm , thick well rammed including watering consolidation etc, complete
Supply of FRC Manhole 600mm size dia cover with frame including cost of conveyance loading fixing the same etc complete
Raising the existing circular manholes in heavy type including removing the existing manhole cover with frame by dismantling the existing cement concrete and tar road surface alround the manhole raising the manhole with cement concrete 1:2:4 (one cement two sand and four aggregates ) 25 cm height including centering inside the manhole raising ,laying 15 cm tk cement concrete 1:2:4 with 20mm granite chips including finishing the top surface of manhole alround etc., complete.,
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