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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC 3 26A THIRUVASI VILLAGE NORTH STREET THUDAIYUR MANNACHALLUR TALUK TIRUCHIRAPPALLI DISTRICT | THUDAIYUR | TIRUCHIRAPPALLI | TAMIL NADU | L1 | Accepted-AOC Low quoted | |
| 2 | L2₹19.6 L+₹681.07 (0.03%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Ramesh L1 | T.Thennavan L2 |
|---|---|---|---|---|---|
| 1.00 | 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 First depth of 2m | 27.38 | Cum | 263 ₹7,200.94 Lowest | 263.5 ₹7,214.63 |
| 2.00 | 2 nd Depth | 2.05 | Cum | 263 ₹539.15 Lowest | 263.5 ₹540.18 |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 2.05 | Cum | 2,390 ₹4,899.5 Lowest | 2,390.5 ₹4,900.53 |
| 4.00 | 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. | 2.05 | Cum | 6,238 ₹12,787.9 Lowest | 6,238.3 ₹12,788.52 |
| 5.00 | 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 For footing below G.L. ( 1,50 to 4,50 below GL ) | 4.29 | Cum | 9,587 ₹41,128.23 Lowest | 9,587.5 ₹41,130.38 |
| 6.00 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.03 | Cum | 9,448 ₹9,731.44 Lowest | 9,448.5 ₹9,731.96 |
| 7.00 | For column and brace I 0 to 4.50m from GL | 2.11 | Cum | 9,589 ₹20,232.79 Lowest | 9,589.5 ₹20,233.85 |
| 8.00 | For column and brace II 4.50m to 7.32m from GL | 2.32 | Cum | 9,867 ₹22,891.44 Lowest | 9,867.5 ₹22,892.6 |
| 9.00 | For column and brace 7.32 to 10.98m from GL | 4.99 | Cum | 10,145 ₹50,623.55 Lowest | 10,145.5 ₹50,626.05 |
| 10.00 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding Plane Surface,Below GL,For column footing and GL Brace | 10.68 | Sqm | 1,202 ₹12,837.36 Lowest | 1,202.5 ₹12,842.7 |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
26 Feb 2026, 4:00 pmClosed
BDO VP SRIMUSHNAM
Block Development Officer VP
Construction of New OHT 10,000 litre capacity, Borewell and Pumproom Near Panchayat office in Palayankottai Keezh Panchayat in Srimushnam Block under Mines and Minerals Fund -2021-22,2022-23,2023-24.
2026_RDTN_666004_1
B1/1000/2021 Mines And Minerals Fund 2021-22,2022-23,2023-24
Open Tender
Civil Works
Item Wise
SRIMUSHNAM
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,000
Yes
9 Mar 2026
25 Feb 2026
26 Feb 2026
25 Feb 2026
26 Feb 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 First depth of 2m | 27.38 | Cum | 263.78 | ₹7,222.3 |
| 2 | 2 nd Depth | 2.05 | Cum | 263.78 | ₹540.75 |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 2.05 | Cum | 2,390.91 | ₹4,901.37 |
| 4 | 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. | 2.05 | Cum | 6,238.39 | ₹12,788.7 |
| 5 | 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 For footing below G.L. ( 1,50 to 4,50 below GL ) | 4.29 | Cum | 9,587.51 | ₹41,130.42 |
| 6 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.03 | Cum | 9,448.74 | ₹9,732.2 |
| 7 | For column and brace I 0 to 4.50m from GL | 2.11 | Cum | 9,589.81 | ₹20,234.5 |
| 8 | For column and brace II 4.50m to 7.32m from GL | 2.32 | Cum | 9,867.7 | ₹22,893.06 |
| 9 | For column and brace 7.32 to 10.98m from GL | 4.99 | Cum | 10,145.59 | ₹50,626.49 |
| 10 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding Plane Surface,Below GL,For column footing and GL Brace | 10.68 | Sqm | 1,202.6 | ₹12,843.77 |
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