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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | ₹16.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹17.6 L+₹1.1 L (6.99%)Rejected-AOC | ₹17.6 L+₹1.1 L (6.99%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | KVM CONSTRUCTION L2 | V. Pandi L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation above water level in light or sandy or clayey soils for manhole wells, infiltration wells, suction wells etc. including levelling the site with an initial lead of 10 metres. | 95 | m3 | 300 ₹28,500 | 250 ₹23,750 Lowest |
| 2.00 | Providing and laying in position, Standardised Concrete Mix M-30 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | 24 | m3 | 8,500 ₹2,04,000 | 8,300 ₹1,99,200 Lowest |
| 3.00 | Sinking of infiltration well of 4.50m internal dia and 5.5m external dia below water level including ali incidental charges in light or sandy soil. 1st Depth of 2m | 2 | m | 7,500 ₹15,000 | 7,300 ₹14,600 Lowest |
| 4.00 | 2nd Depth of 2m | 2 | m | 15,000 ₹30,000 | 14,300 ₹28,600 Lowest |
| 5.00 | 3rd Depth of 2m | 2 | m | 29,000 ₹58,000 | 28,800 ₹57,600 Lowest |
| 6.00 | 4th Depth of 2m | 2 | m | 55,000 ₹1,10,000 | 50,000 ₹1,00,000 Lowest |
| 7.00 | 5th Depth of 2m | 1 | m | 89,000 ₹89,000 | 86,900 ₹86,900 Lowest |
| 8.00 | Porous concrete in CC 1:4 (One cement and four hard broken granite jelly of a size 20mm) for steining of infiltration well excluding cost of centering but including curing etc., complete and as directed by the Engineers @ well curb including all labour charges etc, complete. | 51 | m3 | 7,900 ₹4,02,900 | 7,700 ₹3,92,700 Lowest |
| 9.00 | Providing steel centering & shuttering with necessary strutting arrangements of sides and soffits for all RCC or PCC items including cost and conveyance of materials as directed by the Engineers @ well curb including all labour charges etc, complete. For Plane surface | 200 | m2 | 930 ₹1,86,000 Lowest | 930 ₹1,86,000 Lowest |
| 10.00 | For curved surface | 222 | m2 | 1,400 ₹3,10,800 Lowest | 1,400 ₹3,10,800 Lowest |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
20 Aug 2026, 3:00 pmClosed
Executive Officer
B MEENATCHIPURAM TOWN PANCHAYAT
CONSTRUCTION OF INFILTRATION WELL AT B MEENAKSHIPURAM TOWN PANCHAYAT THENI DISTRICT
2026_DTP_694628_1
370-1 /2026
Open Tender
Civil Works
Works
180 days
B MEENATCHIPURAM
As Per Tender
3 documents required · 3 mandatory
₹0
₹20,000
B MEENATCHIPURAM
1 Sept 2026
15 Aug 2026
20 Aug 2026
15 Aug 2026
20 Aug 2026
15 Aug 2026
18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation above water level in light or sandy or clayey soils for manhole wells, infiltration wells, suction wells etc. including levelling the site with an initial lead of 10 metres. | 95 | m3 | - | - |
| 2 | Providing and laying in position, Standardised Concrete Mix M-30 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). | - | m3 | - | - |
| 3 | Sinking of infiltration well of 4.50m internal dia and 5.5m external dia below water level including ali incidental charges in light or sandy soil. 1st Depth of 2m | 2 | m | - | - |
| 4 | 2nd Depth of 2m | 2 | m | - | - |
| 5 | 3rd Depth of 2m | 2 | m | - | - |
| 6 | 4th Depth of 2m | 2 | m | - | - |
| 7 | 5th Depth of 2m | 1 | m | - | - |
| 8 | Porous concrete in CC 1:4 (One cement and four hard broken granite jelly of a size 20mm) for steining of infiltration well excluding cost of centering but including curing etc., complete and as directed by the Engineers @ well curb including all labour charges etc, complete. | 51 | m3 | - | - |
| 9 | Providing steel centering & shuttering with necessary strutting arrangements of sides and soffits for all RCC or PCC items including cost and conveyance of materials as directed by the Engineers @ well curb including all labour charges etc, complete. For Plane surface | 200 | m2 | - | - |
| 10 | For curved surface | 222 | m2 | - | - |
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