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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹26.3 L+₹11,106.40 (0.42%)Rejected-AOC PLOT NO 63 CHERAN COLONY K CHETTIPALAYAM MUTHANAMPALAYAM TIRUPUR | TIRUPUR | TIRUPUR | TAMIL NADU | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | G.Kanagaraj L2 | S.Kesavamanikandaprabhu L1 |
|---|---|---|---|---|---|
| 1.00Name of Work :Construction of 60000 lit OHT with 12m stage @ Bodopalayam H.o, Seerapalayam Panchayat | |||||
| 2.00Earthwork excavation and depositing on bank with and initial lead of 10m and lift of 2m in the following classification of soils as directed by Deptal officers in Hard stiff clay black 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 From 0 to 2 m below GL | 67.53 | Cum | 270 ₹18,233.1 | 263.7 ₹17,807.66 Lowest |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.92 | Cum | 1,800 ₹5,256 | 1,757.1 ₹5,130.73 Lowest |
| 5.00 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. | 4.37 | Cum | 5,400 ₹23,598 | 5,368.92 ₹23,462.18 Lowest |
| 6.00Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers. | |||||
| 7.00 | PLANE SURFACE Below GL | 24.56 | Sqm | 550 ₹13,508 | 547.5 ₹13,446.6 Lowest |
| 8.00 | From GL to 3.30m above GL | 16.06 | Sqm | 1,100 ₹17,666 | 1,095 ₹17,585.7 Lowest |
| 9.00 | From 3.30m above 4.30m | 21.52 | Sqm | 1,140 ₹24,532.8 | 1,130.8 ₹24,334.82 Lowest |
| 10.00 | From 5.30m to 6.30m above GL | 16.06 | Sqm | 1,205 ₹19,352.3 | 1,202.5 ₹19,312.15 Lowest |
Tender Value
₹24.8 L
EMD Value
₹24,800
Closing Date
24 Feb 2026, 3:00 pmClosed
Special Officer/Block Development Officer (VP)
Seerapalayam Panchayat Office, Madukkarai -641105
Construction of 60000 OHT with 12m Stage at Bodipalayam H-o.Seerapalayam Panchayat in Madukkarai Panchayat Union, Coimbatore District under Village Panchayat General Fund 2025-2026
2026_RDTN_661985_1
Roc.No.01/2025/Seerapalayam Pt Village Pt General Fund Date.18.02.2026 PKG 4
Open Tender
Civil Works
Item Rate
Madukkarai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹24,800
Yes
26 Sept 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work :Construction of 60000 lit OHT with 12m stage @ Bodopalayam H.o, Seerapalayam Panchayat | - | - | - | - |
| 2 | Earthwork excavation and depositing on bank with and initial lead of 10m and lift of 2m in the following classification of soils as directed by Deptal officers in Hard stiff clay black 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 From 0 to 2 m below GL | 67.53 | Cum | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.92 | Cum | - | - |
| 5 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. | 4.37 | Cum | - | - |
| 6 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers. | - | - | - | - |
| 7 | PLANE SURFACE Below GL | 24.56 | Sqm | - | - |
| 8 | From GL to 3.30m above GL | 16.06 | Sqm | - | - |
| 9 | From 3.30m above 4.30m | 21.52 | Sqm | - | - |
| 10 | From 5.30m to 6.30m above GL | 16.06 | Sqm | - | - |
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