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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.1 LAccepted-AOC | ₹94.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 Cr+₹24.0 L (25.5%)Rejected-AOC ARIYALUR | TAMIL NADU | 608901 | ₹1.2 Cr+₹24.0 L (25.5%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | K.Rajavel L2 | MADRAS SWITCHGEARS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation above water level in Lighr or sandy or clay soils for Infiltration well of 4.50m dia (internal) including levelling the site and as directed by the departmental officers open well excavation for First depth of 1.00m. | 48 | M3 | 165 ₹7,920 | 75 ₹3,600 Lowest |
| 2.00 | Drilling of borewells of size 4” to 5” dia. in sedimentary formation using hand boresets including insertion of casing pipes and removal of casing pipes etc., including collection of samples as directed by the Department Officers. | 70 | M | 1,164 ₹81,480 | 450 ₹31,500 Lowest |
| 3.00 | Providing and Fixing of Cutting Edge using 75X75X10mm MS angle Including all charges etc complete | 350 | Kg | 53 ₹18,550 Lowest | 115 ₹40,250 |
| 4.00 | Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 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). - Ground Level | 133 | M3 | 8,094 ₹10,76,502 | 7,950 ₹10,57,350 Lowest |
| 5.10 | Sinking of Infiltration Well of 4.50m dia below water level including all incidental charges in light or sandy soil.
a) First Depth of 2.00m | 4 | M | 11,500 ₹46,000 | 5,000 ₹20,000 Lowest |
| 5.20 | b) Second Depth of 2.00m | 4 | M | 23,500 ₹94,000 | 12,500 ₹50,000 Lowest |
| 5.30 | c) Third Depth of 2.00m | 4 | M | 48,500 ₹1,94,000 | 23,100 ₹92,400 Lowest |
| 5.40 | d) Fourth Depth of 2.00m | 4 | M | 91,000 ₹3,64,000 | 38,900 ₹1,55,600 Lowest |
| 5.50 | e) Fifth Depth of 2.00m | 4 | M | 1,69,000 ₹6,76,000 | 71,000 ₹2,84,000 Lowest |
| 5.60 | f) Sixth Depth of 2.00m | 4 | M | 2,83,000 ₹11,32,000 | 1,30,200 ₹5,20,800 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
14 Jul 2026, 3:00 pmClosed
The Commissioner
Periyar Nagar (Behind TVS showroom), Kulithalai Municipality Office, Kulithalai.
Construction of infiltration well (2 nos) and providing submersible pumpset, starter, pumping main and cable at Cauvery river Parisal thurai headworks in Kulithalai municipality
2026_MAWS_682828_1
583/2026/E1
Open Tender
Civil Works - Water Works
Item Rate
Kulithalai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.4 L
Kulithalai Municipality Office.
11 Aug 2026
25 Jun 2026
14 Jul 2026
25 Jun 2026
14 Jul 2026
25 Jun 2026
25 Jun 2026 - 14 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation above water level in Lighr or sandy or clay soils for Infiltration well of 4.50m dia (internal) including levelling the site and as directed by the departmental officers open well excavation for First depth of 1.00m. | 48 | M3 | - | - |
| 2 | Drilling of borewells of size 4” to 5” dia. in sedimentary formation using hand boresets including insertion of casing pipes and removal of casing pipes etc., including collection of samples as directed by the Department Officers. | 70 | M | - | - |
| 3 | Providing and Fixing of Cutting Edge using 75X75X10mm MS angle Including all charges etc complete | 350 | Kg | - | - |
| 4 | Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 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). - Ground Level | 133 | M3 | - | - |
| 0.9 | Sinking of Infiltration Well of 4.50m dia below water level including all incidental charges in light or sandy soil.
a) First Depth of 2.00m | 4 | M | - | - |
| 0.0 | b) Second Depth of 2.00m | 4 | M | - | - |
| 0.9 | c) Third Depth of 2.00m | 4 | M | - | - |
| 0.0 | d) Fourth Depth of 2.00m | 4 | M | - | - |
| 0.0 | e) Fifth Depth of 2.00m | 4 | M | - | - |
| 5.6 | f) Sixth Depth of 2.00m | 4 | M | - | - |
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