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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.3 LAccepted-AOC | ₹8.3 L | 1 | Accepted-AOC quoted rate is lower than estimate rate and other bidder rate |
| 2 | 2₹8.5 L+₹25,146.66 (3.05%)Rejected-Finance | ₹8.5 L+₹25,146.66 (3.05%) | 2 | Rejected-Finance Quoted rate is higher than bidder rank 1 quoted rate |
| 3 | 3₹8.5 L+₹28,012.64 (3.40%)Rejected-Finance | ₹8.5 L+₹28,012.64 (3.40%) | 3 | Rejected-Finance Quoted rate is higher than bidder 1 rank |
| 4 | 4₹8.9 L+₹63,066.43 (7.64%)Rejected-Finance | ₹8.9 L+₹63,066.43 (7.64%) | 4 | Rejected-Finance quoted rate is higher than bidder rank 1 |
| 5 | 5₹9.9 L+₹1.7 L (20.2%)Rejected-Finance | ₹9.9 L+₹1.7 L (20.2%) | 5 | Rejected-Finance Quoted rate is higher than bidder rank 1 quoted rate |
| Sl No | Description | Qty | Unit | P S VISWANATHAN L3 | SS PACHAIAMMAN CONSTRUCTION L2 | A GANESAN L4 | SRI VAARI INFRAS L5 | AMUDHA AND CO L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification . | ||||||||
| 2.00 | First depth of 2.00m below G.L | 65.32 | Cum | 220 ₹14,370.4 Lowest | 226 ₹14,762.32 | 250 ₹16,330 | 265 ₹17,309.8 | 220 ₹14,370.4 Lowest |
| 3.00 | Second depth of 1.00m below G.L | 26.13 | Cum | 350 ₹9,145.5 | 337 ₹8,805.81 | 250 ₹6,532.5 Lowest | 393 ₹10,269.09 | 328 ₹8,570.64 |
| 4.00 | PCC 1:4:8mix Using 40mm HBS metal for leveling course for fountation. including cost of metal, curing and finishing etc. | 4.9 | Cum | 4,500 ₹22,050 | 4,587 ₹22,476.3 | 5,000 ₹24,500 | 5,335 ₹26,141.5 | 4,463 ₹21,868.7 Lowest |
| 5.00RCC 1:1 1/2: 3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc. | ||||||||
| 6.00 | Upto 1.50m depth below G.L | 3.82 | Cum | 8,000 ₹30,560 | 7,796 ₹29,780.72 | 9,000 ₹34,380 | 9,070 ₹34,647.4 | 7,585 ₹28,974.7 Lowest |
| 7.00 | Above 1.50m upto 4.50m depth below G.L | 8.54 | Cum | 7,500 ₹64,050 Lowest | 7,915 ₹67,594.1 | 9,000 ₹76,860 | 9,205 ₹78,610.7 | 7,700 ₹65,758 |
| 8.00 | Upto 4.50m height above G.L | 6.89 | Cum | 7,500 ₹51,675 Lowest | 7,917 ₹54,548.13 | 9,000 ₹62,010 | 9,210 ₹63,456.9 | 7,705 ₹53,087.45 |
| 9.00Steel centering for sides and soffits including necessary supports and strutting to the required height for RCC items using M.S sheet of suitable size of BG 10 gauge stiffened with welded MS angles of size 25mm x 25mm x 3m of boarding, laid over silver oak joints of 10cm x 6.5cm spaced at 90cm c/c and supported by casuarina props of 10cm to 13cm dia spaced at 75cm c/c etc. complete. complying with std.specification. | ||||||||
| 10.00 | Upto 3.30m below G.L & above G.L : Curved surface. | 121.44 | Sqm | 800 ₹97,152 | 706 ₹85,736.64 | 1,200 ₹1,45,728 | 822 ₹99,823.68 | 687 ₹83,429.28 Lowest |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
12 Aug 2026, 3:00 pmClosed
Block Development Officer B.P.
Block Development Officer B.P.
1. Construction of 60000 litre Sump at Pettikadai Opposite of Thangmalaikaradu habitation in Kalingiyam Panchayat
2026_RDTN_689566_1
Roc. No.2540/2026/A1 Date 27.07.2026
Open Tender
Civil Works - Others
Item Rate
120 days
KALINGIYAM
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹20,000
Yes
20 Aug 2026
30 Jul 2026
12 Aug 2026
30 Jul 2026
12 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification . | - | - | - | - |
| 2 | First depth of 2.00m below G.L | 65.32 | Cum | - | - |
| 3 | Second depth of 1.00m below G.L | 26.13 | Cum | - | - |
| 4 | PCC 1:4:8mix Using 40mm HBS metal for leveling course for fountation. including cost of metal, curing and finishing etc. | 4.9 | Cum | - | - |
| 5 | RCC 1:1 1/2: 3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc. | - | - | - | - |
| 6 | Upto 1.50m depth below G.L | 3.82 | Cum | - | - |
| 7 | Above 1.50m upto 4.50m depth below G.L | 8.54 | Cum | - | - |
| 8 | Upto 4.50m height above G.L | 6.89 | Cum | - | - |
| 9 | Steel centering for sides and soffits including necessary supports and strutting to the required height for RCC items using M.S sheet of suitable size of BG 10 gauge stiffened with welded MS angles of size 25mm x 25mm x 3m of boarding, laid over silver oak joints of 10cm x 6.5cm spaced at 90cm c/c and supported by casuarina props of 10cm to 13cm dia spaced at 75cm c/c etc. complete. complying with std.specification. | - | - | - | - |
| 10 | Upto 3.30m below G.L & above G.L : Curved surface. | 121.44 | Sqm | - | - |
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