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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.1 LAccepted-AOC | ₹18.1 L | 1 | Accepted-AOC Below the Estimate Amount |
| 2 | 2₹18.4 L+₹30,549.03 (1.69%)Rejected-Finance | ₹18.4 L+₹30,549.03 (1.69%) | 2 | Rejected-Finance Above the Estimate Amount |
| Sl No | Description | Qty | Unit | S.Kesavamanikandaprabhu L2 | Vijay constructions L1 |
|---|---|---|---|---|---|
| 1.00Name of Work:1.Construction of 30000 litre OHT Tank 12.00m stage @ Kappinipalayam H/o Andipalayam panchayat. | |||||
| 2.00 | Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, In hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravely stoney earth and earth mixed with small sized boulders and hard gravelly soil First depth of 2m From 0 to 2 m below GL | 46.31 | cum | 280 ₹12,966.8 | 263.7 ₹12,211.95 Lowest |
| 3.00 | Second depth of 2m From 2m to 4 m below GL | 9.22 | cum | 280 ₹2,581.6 | 263.7 ₹2,431.31 Lowest |
| 4.00 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 2.3 | cum | 5,470 ₹12,581 | 5,465.1 ₹12,569.73 Lowest |
| 5.00 | RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete.1.50m to 4.50m below G.L.Below 1.5m from GL | 10.37 | Cum | 9,110 ₹94,470.7 | 9,102.5 ₹94,392.93 Lowest |
| 6.00 | 0m to 1.50m below GL | 1.75 | Cum | 9,120 ₹15,960 | 9,102.5 ₹15,929.38 Lowest |
| 7.00 | 0m to 4.50m above GL | 2.83 | Cum | 9,600 ₹27,168 | 9,519.9 ₹26,941.32 Lowest |
| 8.00 | 4.50 m to 7.32 m above GL | 2.23 | Cum | 9,600 ₹21,408 | 9,521.5 ₹21,232.95 Lowest |
| 9.00 | 7.32 m to 10.98 m above GL | 2.53 | Cum | 9,800 ₹24,794 | 9,799.3 ₹24,792.23 Lowest |
| 10.00 | 10.98 m to 14.64 m above GL | 11.41 | Cum | 12,000 ₹1,36,920 | 10,077.9 ₹1,14,988.84 Lowest |
Tender Value
₹18.3 L
EMD Value
₹18,320
Closing Date
4 Mar 2026, 3:00 pmClosed
Block Development Officer(BP) kinathukadavu
panchayat union office kinathukadavu
CONSTRUCTION OF 30000 LITRE OHT TANK 12.00M STAGE AT KAPPINIPALAYAM HO ANDIPALAYAM
2026_RDTN_668471_1
1056/2025/A2 Dt.27.02.2026
Open Tender
Civil Works
Works
Kinathukadavu
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹18,320
Yes
2 Jul 2026
28 Feb 2026
4 Mar 2026
28 Feb 2026
4 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work:1.Construction of 30000 litre OHT Tank 12.00m stage @ Kappinipalayam H/o Andipalayam panchayat. | - | - | - | - |
| 2 | Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, In hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravely stoney earth and earth mixed with small sized boulders and hard gravelly soil First depth of 2m From 0 to 2 m below GL | - | cum | - | - |
| 3 | Second depth of 2m From 2m to 4 m below GL | - | cum | - | - |
| 4 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 1 | cum | - | - |
| 5 | RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete.1.50m to 4.50m below G.L.Below 1.5m from GL | 1 | Cum | - | - |
| 6 | 0m to 1.50m below GL | - | Cum | - | - |
| 7 | 0m to 4.50m above GL | - | Cum | - | - |
| 8 | 4.50 m to 7.32 m above GL | - | Cum | - | - |
| 9 | 7.32 m to 10.98 m above GL | 1 | Cum | - | - |
| 10 | 10.98 m to 14.64 m above GL | - | Cum | - | - |
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