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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹14.3 L+₹10,918.51 (0.76%)Accepted-AOC | L2 | Accepted-AOC Accepted | |
| 2 | L1₹14.3 LRejected-AOC PLOT NO 63 CHERAN COLONY K CHETTIPALAYAM MUTHANAMPALAYAM TIRUPUR | TIRUPUR | TIRUPUR | TAMIL NADU | L1 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | S.Kesavamanikandaprabhu L1 | G.Kanagaraj L2 |
|---|---|---|---|---|---|
| 1.00Name of Work :Construction of 100000 lit Sump in Marutham Nagar @ Bodipalayam 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 | 88.36 | Cum | 263.7 ₹23,300.53 Lowest | 270 ₹23,857.2 |
| 4.00 | 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. | 13.25 | Cum | 5,368.9 ₹71,137.93 Lowest | 5,369 ₹71,139.25 |
| 5.00Reinforced Cement Concrete1:1.5:3 using 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. | |||||
| 6.00 | Beyond 1.50 m & upto 4.50 m below GL | 15.16 | Cum | 9,241.5 ₹1,40,101.14 Lowest | 9,250 ₹1,40,230 |
| 7.00 | 0m to 1.50m below GL | 4.77 | Cum | 9,100.5 ₹43,409.39 Lowest | 9,120 ₹43,502.4 |
| 8.00 | 0m to 4.50m above GL | 10.32 | Cum | 9,241.5 ₹95,372.28 Lowest | 9,245 ₹95,408.4 |
| 9.00Supply 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. | |||||
| 10.00 | For 0.00 to 3.30M (Plane Surface) | 4.23 | Sqm | 1,095 ₹4,631.85 Lowest | 1,100 ₹4,653 |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
24 Feb 2026, 3:00 pmClosed
Special Officer/Block Development Officer (VP)
Seerapalayam Panchayat Office, Madukkarai -641105
Construction of 100000 Lit Sump in Marutham Nagar at Bodipalayam H-o.Seerapalayam Panchayat in Madukkarai Panchayat Union, Coimbatore District under Village Panchayat General Fund 2025-2026
2026_RDTN_661945_1
Roc.No.01/2025/Seerapalayam Pt Village Pt General Fund Date.18.02.2026 PKG 1
Open Tender
Civil Works
Item Rate
Madukkarai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹15,000
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 100000 lit Sump in Marutham Nagar @ Bodipalayam 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 | 88.36 | Cum | - | - |
| 4 | 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. | 13.25 | Cum | - | - |
| 5 | Reinforced Cement Concrete1:1.5:3 using 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers. | - | - | - | - |
| 6 | Beyond 1.50 m & upto 4.50 m below GL | 15.16 | Cum | - | - |
| 7 | 0m to 1.50m below GL | 4.77 | Cum | - | - |
| 8 | 0m to 4.50m above GL | 10.32 | Cum | - | - |
| 9 | 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. | - | - | - | - |
| 10 | For 0.00 to 3.30M (Plane Surface) | 4.23 | Sqm | - | - |
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