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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAccepted-AOC CHINNAMPALAYAM POLLACHI | L1 | Accepted-AOC lowest price award of contract | |
| 2 | L2₹16.8 L+₹31,094.67 (1.89%)Rejected-Finance 46 A MAHALIAMMAN KOVIL STREET VETTAIKARANPUDUR POST POLLACHI TALUK COIMBATORE DISTRICT 642 129 | COIMBATORE | TAMIL NADU | 642129 | L2 | Rejected-Finance highest price |
| Sl No | Description | Qty | Unit | RAMASAMY AND SONS L2 | MK ROAD WORKS L1 |
|---|---|---|---|---|---|
| 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 TWAD board officers.A.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney eart a) First depth of 2m | 18 | M³ | 270 ₹4,860 | 263.7 ₹4,746.6 Lowest |
| 1.10 | b) Second depth of 1m | 32 | M³ | 280 ₹8,960 | 276.7 ₹8,854.4 Lowest |
| 1.20 | c) Pipe line | 291.6 | M³ | 310 ₹90,396 | 308 ₹89,812.8 Lowest |
| 2.00 | Cement concrete 1:4:8 ( One of cement, four of sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing, curing etc., complete as directed by officers. | 4 | M³ | 5,600 ₹22,400 | 5,596 ₹22,384 Lowest |
| 3.00 | Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS angles of size 25mm×25mm×3mm of boarding, laid oversilver oak joints of size 10cm × 6.5cm speced as 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., completed and as directed by officers. Column footing (plane surface) | 8.8 | m2 | 1,100 ₹9,680 | 1,085 ₹9,548 Lowest |
| 3.10 | A)Square columns 0 to 3.30m | 21.6 | M² | 1,350 ₹29,160 | 1,302 ₹28,123.2 Lowest |
| 3.20 | 3.31 to 4.30m | 4.8 | M² | 1,350 ₹6,480 | 1,338 ₹6,422.4 Lowest |
| 3.30 | 4.31 to 5.30m | 4.8 | M² | 1,380 ₹6,624 | 1,374 ₹6,595.2 Lowest |
| 3.40 | 5.31 to 6.30m | 4.08 | M² | 1,420 ₹5,793.6 | 1,410 ₹5,752.8 Lowest |
| 3.50 | 6.31 to 7.30m | 4.8 | M² | 1,450 ₹6,960 | 1,446 ₹6,940.8 Lowest |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Executive officer
vettaikaranpudur town panchayat
Construction of 30000 litres capacity OHT (12 M STAGE) at Saralapathy in Ward no.12 in Vettaikaranpudur Town Panchayat.
2026_DTP_652869_1
131/2025
Open Tender
Civil Works - Water Works
Works
180 days
vettaikaranpudur town panchayat
as per norms
1 document required · 1 mandatory
₹0
₹20,000
24 Mar 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
7 Feb 2026 - 11 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 TWAD board officers.A.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney eart a) First depth of 2m | 18 | M³ | - | - |
| 1.1 | b) Second depth of 1m | 32 | M³ | - | - |
| 1.2 | c) Pipe line | 291.6 | M³ | - | - |
| 2 | Cement concrete 1:4:8 ( One of cement, four of sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing, curing etc., complete as directed by officers. | 4 | M³ | - | - |
| 3 | Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS angles of size 25mm×25mm×3mm of boarding, laid oversilver oak joints of size 10cm × 6.5cm speced as 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., completed and as directed by officers. Column footing (plane surface) | 8.8 | m2 | - | - |
| 3.1 | A)Square columns 0 to 3.30m | 21.6 | M² | - | - |
| 3.2 | 3.31 to 4.30m | 4.8 | M² | - | - |
| 3.3 | 4.31 to 5.30m | 4.8 | M² | - | - |
| 3.4 | 5.31 to 6.30m | 4.08 | M² | - | - |
| 3.5 | 6.31 to 7.30m | 4.8 | M² | - | - |
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