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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.5 LAccepted-AOC | ₹17.5 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹17.7 LRejected-Finance | ₹17.7 L | 2 | Rejected-Finance Rejected |
| 3 | 3₹17.9 LRejected-Finance | ₹17.9 L | 3 | Rejected-Finance Rejected |
| 4 | 4₹18.2 LRejected-Finance | ₹18.2 L | 4 | Rejected-Finance Rejected |
| 5 | 5₹18.2 LRejected-Finance SENGADU PO EDAPPULI NADU KOLLIHILLS TK PIN 637411 | KOLLIHILLS | NAMAKKAL | TAMIL NADU | 637411 | ₹18.2 L | 5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | G.Prabhu L1 | G.Sekar L2 | R R Construction L4 | P Mathivanan L3 | Murugan L5 | INDIVIDUAL L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of 30000 Ltr OHT at Mela Agraharam in Alavandhipuram Panchayat . | |||||||||
| 2.00Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart | |||||||||
| 3.00 | First depth of 2m | 58.55 | Cu.m | 210 ₹12,295.5 Lowest | 247.92 ₹14,515.72 | 224 ₹13,115.2 | 240 ₹14,052 | 259 ₹15,164.45 | 258.8 ₹15,152.74 |
| 4.00 | 2 nd Depth | 13.12 | Cu.m | 229.49 ₹3,010.91 Lowest | 247.98 ₹3,253.5 | 234 ₹3,070.08 | 252 ₹3,306.24 | 270 ₹3,542.4 | 269.8 ₹3,539.78 |
| 5.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 8.75 | Cu.m | 2,453.9 ₹21,471.63 | 2,349.77 ₹20,560.49 | 2,136 ₹18,690 Lowest | 2,162 ₹18,917.5 | 2,314 ₹20,247.5 | 2,267.7 ₹19,842.38 |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. | 4.37 | Cu.m | 5,885.17 ₹25,718.19 | 5,555 ₹24,275.35 Lowest | 5,700 ₹24,909 | 5,680 ₹24,821.6 | 6,079 ₹26,565.23 | 5,987.8 ₹26,166.69 |
| 7.00RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department | |||||||||
| 8.00 | For footing below G.L. ( 1.50 m to 4.50 m below GL ) | 13.52 | Cu.m | 7,317.87 ₹98,937.6 | 8,383 ₹1,13,338.16 | 7,600 ₹1,02,752 | 7,305 ₹98,763.6 | 1,910 ₹25,823.2 Lowest | 7,500 ₹1,01,400 |
| 9.00 | For Column and Brace upto G.L ( 0 m to1.50 m below GL ) | 1.75 | Cu.m | 7,317.87 ₹12,806.27 | 8,383 ₹14,670.25 | 7,480 ₹13,090 | 7,185 ₹12,573.75 Lowest | 7,692 ₹13,461 | 7,300 ₹12,775 |
| 10.00 | For column and brace I 0 m to 4.50 m from GL | 2.83 | Cu.m | 7,440.6 ₹21,056.9 | 8,400 ₹23,772 | 7,600 ₹21,508 | 7,425 ₹21,012.75 Lowest | 7,948 ₹22,492.84 | 7,500 ₹21,225 |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
12 Aug 2026, 3:00 pmClosed
Block Development Officer
Block Development Office, Papanasam,Thanjavur District
Con of 30000 ltr OHT at Melaagraharam in Alavandhipuram Panchayat in Papanasam Block in Thanjavur District under 15th FC DP 2024-2025
2026_RDTN_689412_1
2888/2025/A2
Open Tender
Civil Works - Water Works
Works
90 days
Block Development Office, Papanasam, Thanjavur Dist
As per Tender bid document.
7 documents required · 7 mandatory
₹0
₹19,710
25 Aug 2026
29 Jul 2026
12 Aug 2026
29 Jul 2026
12 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 30000 Ltr OHT at Mela Agraharam in Alavandhipuram Panchayat . | - | - | - | - |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart | - | - | - | - |
| 3 | First depth of 2m | 1 | Cu.m | - | - |
| 4 | 2 nd Depth | 1 | Cu.m | - | - |
| 5 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | - | Cu.m | - | - |
| 6 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. | - | Cu.m | - | - |
| 7 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department | - | - | - | - |
| 8 | For footing below G.L. ( 1.50 m to 4.50 m below GL ) | 1 | Cu.m | - | - |
| 9 | For Column and Brace upto G.L ( 0 m to1.50 m below GL ) | - | Cu.m | - | - |
| 10 | For column and brace I 0 m to 4.50 m from GL | - | Cu.m | - | - |
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