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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC Lowest Tender Value | |
| 2 | L2₹2.8 L+₹48.79 (0.02%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | A.Kadarkarairaj | S.Mariappan |
|---|---|---|---|---|---|
| 1.00Providing OHT Roof | |||||
| 1.01 | Earthwork excavation and depositing on bank with an intial lead of 10m andlift of 2m in thefollowing classification of soils as directed by TWAD Board Officers. A.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary grave | 10.44 | Cum | 2,754.07 ₹3,249.8 | 2,753.55 ₹3,249.19 Lowest |
| 1.02 | Earthwork excavation and depositing on bank with an intial lead of 10m andlift of 2m in thefollowing classification of soils as directed by TWAD Board Officers. A.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary grave | 1.38 | Cum | 404.62 ₹477.45 | 404.55 ₹477.37 Lowest |
| 1.03 | Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc., complete complying with standard specifications and as directed. | 0.54 | Cum | 2,893.32 ₹3,414.12 | 2,893.27 ₹3,414.06 Lowest |
| 1.04 | RCC 1:1.5:3 (one cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting - 0 to 1.50m BGL | 0.45 | Sqm | 3,155.85 ₹3,723.9 | 3,155.83 ₹3,723.88 Lowest |
| 1.05 | RCC 1:1.5:3 (one cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting - 0 to 4.50m GL | 3.52 | Cum | 25,182.78 ₹29,715.68 | 25,182.08 ₹29,714.85 Lowest |
| 1.06 | RCC 1:1.5:3 (one cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting - 4.51 to 7.32m GL | 0.36 | Qtl | 2,675.52 ₹3,157.11 | 2,675.48 ₹3,157.07 Lowest |
| 1.07 | RCC 1:1.5:3 (one cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting - 7.33 to 10.98m GL | 2.85 | Sqm | 21,973.5 ₹25,928.73 | 21,972.93 ₹25,928.06 Lowest |
| 1.08 | Supplyig and erecting steel Centering for sides and soffits - PLANE SURFACE A] Below GL | 15.24 | Sqm | 16,695.42 ₹19,700.6 | 16,687.8 ₹19,691.6 Lowest |
| 1.09 | Supplyig and erecting steel Centering for sides and soffits - PLANE SURFACE
B] 3.31 to 4.30M | 21.25 | Sqm | 24,031.63 ₹28,357.32 | 24,030.56 ₹28,356.06 Lowest |
Tender Value
₹2.8 L
EMD Value
₹2,810
Closing Date
31 Oct 2025, 3:00 pmClosed
BDO (BP)
BDO Office
Providing 60000 Ltr OHT Roof Cover Slab and column at Puthupalayam Village of Chatrapatti Panchayat
2025_RDTN_617542_1
P7/3366/2024
Open Tender
Civil Works
Works
Sattur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2,810
Yes
6 Dec 2025
27 Oct 2025
31 Oct 2025
27 Oct 2025
31 Oct 2025
27 Oct 2025
Providing OHT Roof
Earthwork excavation and depositing on bank with an intial lead of 10m andlift of 2m in thefollowing classification of soils as directed by TWAD Board Officers. A.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary grave
Earthwork excavation and depositing on bank with an intial lead of 10m andlift of 2m in thefollowing classification of soils as directed by TWAD Board Officers. A.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary grave
Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc., complete complying with standard specifications and as directed.
RCC 1:1.5:3 (one cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting - 0 to 1.50m BGL
RCC 1:1.5:3 (one cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting - 0 to 4.50m GL
RCC 1:1.5:3 (one cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting - 4.51 to 7.32m GL
RCC 1:1.5:3 (one cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting - 7.33 to 10.98m GL
Supplyig and erecting steel Centering for sides and soffits - PLANE SURFACE A] Below GL
Supplyig and erecting steel Centering for sides and soffits - PLANE SURFACE B] 3.31 to 4.30M
Supplyig and erecting steel Centering for sides and soffits - SQUARE COLUMN A] Below GL
Supplyig and erecting steel Centering for sides and soffits - SQUARE COLUMN B] 0 to 3.30M
Supplyig and erecting steel Centering for sides and soffits - SQUARE COLUMN B] 3.31 to 4.30M
Supplyig and erecting steel Centering for sides and soffits - SQUARE COLUMN C] 4.31 to 5.30M
Cement painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Supplying fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board Officers.
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