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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹9.8 L+₹2,585.11 (0.26%)Rejected-AOC | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | mitesh construction L1 | R.ASHOKKUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 216 | M3 | 263.5 ₹56,916 Lowest | 265 ₹57,240 |
| 2.00 | 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, - 0-5mts. | 24 | RM | 5,845.5 ₹1,40,292 Lowest | 5,855 ₹1,40,520 |
| 3.00 | Dewatering using 3HP to 70HP 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) | 24 | Hr | 487 ₹11,688 Lowest | 490 ₹11,760 |
| 4.00 | Removing the burst of R.C.C.Pipes from the pipe line and removal of slushy soil and balling 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 Board Officers) | 1 | No | 13,121 ₹13,121 Lowest | 13,130 ₹13,130 |
| 5.00 | Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. (S.No:311-SD Book Vol-I ) | 288 | M2 | 574.8 ₹1,65,542.4 Lowest | 576 ₹1,65,888 |
| 6.00 | Plastering in Cement Mortor 1:5 Mix (one cement, five M- Sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 122 | M2 | 274.9 ₹33,536.43 Lowest | 276 ₹33,670.62 |
| 7.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 4 | M3 | 7,396 ₹29,565.51 Lowest | 7,405 ₹29,601.49 |
| 8.00Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm/200mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit. TWAD P-217 | |||||
| 8.01 | Upto 60 m Depth ending below ground level | 60 | RM | 2,096.5 ₹1,25,790 Lowest | 2,100 ₹1,26,000 |
| 9.00Reaming 140/150/200mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer.TWAD P-217 | |||||
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
13 Feb 2026, 3:00 pmClosed
Commissioner kumbakonam city Municipal Corporation
Commissioner kumbakonam city Municipal Corporation
Rewinding and Lathe works for Motors, Pumps At Thepperumanallur STP In Kumbakonam City Municipal Corporations.
2026_MAWS_655908_1
1284/2026/E2
Open Tender
Civil Works
Item Rate
180 days
kumbakonam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,000
Yes
8 Oct 2026
12 Feb 2026
13 Feb 2026
12 Feb 2026
13 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 216 | M3 | - | - |
| 2 | 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, - 0-5mts. | 24 | RM | - | - |
| 3 | Dewatering using 3HP to 70HP 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) | 24 | Hr | - | - |
| 4 | Removing the burst of R.C.C.Pipes from the pipe line and removal of slushy soil and balling 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 Board Officers) | 1 | No | - | - |
| 5 | Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. (S.No:311-SD Book Vol-I ) | 288 | M2 | - | - |
| 6 | Plastering in Cement Mortor 1:5 Mix (one cement, five M- Sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 122 | M2 | - | - |
| 7 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 4 | M3 | - | - |
| 8Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm/200mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit. TWAD P-217 | |||||
| 8.01 | Upto 60 m Depth ending below ground level | 60 | RM | - | - |
| 9Reaming 140/150/200mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer.TWAD P-217 | |||||
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