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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | ₹14.9 L | L1 | Accepted-AOC Accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | V PARAMESWARI L3 | Malaisamy L8 | KURUSAMY SOUNDARAPANDIAN L7 | KANNAKI K L5 | K KANNAN L1 | M TAMILSELVAN L2 | SIVA P L4 | m/s varavar L6 | PR VAITHILINGAM L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of 30000Litres Capacity OHT Tank of 12m Staging height at Senthiudayanathapuram village in Kumarapatti Panchayat | ||||||||||||
| 2.00Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | ||||||||||||
| 3.00 | First depth of 2m | 58.55 | cum | 211.82 ₹12,402.06 | 200 ₹11,710 Lowest | 200 ₹11,710 Lowest | 213.66 ₹12,509.79 | 263.78 ₹15,444.32 | 211.04 ₹12,356.39 | 212.34 ₹12,432.51 | 215.66 ₹12,626.89 | 216.3 ₹12,664.37 |
| 4.00 | Second depth of 0.35m | 13.12 | cum | 211.82 ₹2,779.08 | 200 ₹2,624 Lowest | 210 ₹2,755.2 | 213.66 ₹2,803.22 | 263.78 ₹3,460.79 | 211.04 ₹2,768.84 | 212.34 ₹2,785.9 | 215.66 ₹2,829.46 | 216.3 ₹2,837.86 |
| 5.00 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers | 8.75 | cum | 1,941.81 ₹16,990.84 | 1,800 ₹15,750 Lowest | 1,900 ₹16,625 | 1,958.73 ₹17,138.89 | 2,418.19 ₹21,159.16 | 1,934.66 ₹16,928.28 | 1,946.64 ₹17,033.1 | 1,982.76 ₹17,349.15 | 1,982.92 ₹17,350.55 |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. | 4.37 | cum | 4,336.2 ₹18,949.19 Lowest | 4,500 ₹19,665 | 5,000 ₹21,850 | 4,374 ₹19,114.38 | 6,283.56 ₹27,459.16 | 5,027.13 ₹21,968.56 | 4,347 ₹18,996.39 | 5,152.06 ₹22,514.5 | 5,152.52 ₹22,516.51 |
| 7.00RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing | ||||||||||||
| 8.00 | Below 1.50m from GL | 13.52 | cum | 8,059.62 ₹1,08,966.06 | 8,000 ₹1,08,160 | 9,000 ₹1,21,680 | 8,129.88 ₹1,09,915.98 | 7,448.13 ₹1,00,698.72 Lowest | 8,029.96 ₹1,08,565.06 | 8,079.7 ₹1,09,237.54 | 8,229.52 ₹1,11,263.11 | 8,230.25 ₹1,11,272.98 |
| 9.00 | Upto GL | 1.75 | cum | 8,059.62 ₹14,104.34 | 8,000 ₹14,000 Lowest | 9,000 ₹15,750 | 8,129.88 ₹14,227.29 | 10,036.89 ₹17,564.56 | 8,029.96 ₹14,052.43 | 8,079.7 ₹14,139.48 | 8,229.52 ₹14,401.66 | 8,230.25 ₹14,402.94 |
| 10.00 | Above Gl and Upto 4.50m Height | 2.83 | cum | 8,172.9 ₹23,129.31 | 8,000 ₹22,640 Lowest | 9,100 ₹25,753 | 8,244.15 ₹23,330.94 | 10,455.85 ₹29,590.06 | 8,365.14 ₹23,673.35 | 8,193.26 ₹23,186.93 | 8,573.1 ₹24,261.87 | 8,345.93 ₹23,618.98 |
Tender Value
₹18.9 L
EMD Value
₹18,940
Closing Date
24 Jun 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICE ( V.P)
PANCHYAT UNIOM OFFICE SIVAGANGAI
Construction of 30000 oht in senthiudayanathapuram village in Kumarapatti pt
2026_RDTN_680191_1
SVG-2025-26-Construction of 30000 oht in senthiudayanathapuram village in Kumarapattipt
Open Tender
Civil Works
Item Rate
180 days
PANCHAYATUNION OFFICE SIVAGANGAI
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹18,940
Yes
21 Aug 2026
10 Jun 2026
24 Jun 2026
10 Jun 2026
24 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 30000Litres Capacity OHT Tank of 12m Staging height at Senthiudayanathapuram village in Kumarapatti Panchayat | - | - | - | - |
| 2 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | - | - | - | - |
| 3 | First depth of 2m | 58.55 | cum | - | - |
| 4 | Second depth of 0.35m | 13.12 | cum | - | - |
| 5 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers | 8.75 | cum | - | - |
| 6 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. | 4.37 | cum | - | - |
| 7 | RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing | - | - | - | - |
| 8 | Below 1.50m from GL | 13.52 | cum | - | - |
| 9 | Upto GL | 1.75 | cum | - | - |
| 10 | Above Gl and Upto 4.50m Height | 2.83 | cum | - | - |
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