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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC lowest rate quoted by the tenderer hence the tender is accepted | |
| 2 | L2₹10.1 L+₹10,063.41 (1.01%)Rejected-AOC | L2 | Rejected-AOC higher rate quoted compared to lowest tenderer quoted rate |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
6 Mar 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer Buildings C and M South Presidency Division Chepauk Chennai 5
Special repairs to O and M chamber at Dam safety building in PWD Campus Chepauk Chennai 05
2026_PWD_670191_1
TNPWD/59-09/41M/2025-2026
Open Tender
Civil Works
Lump-sum
60 days
Chepauk Chennai
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10,000
22 Jul 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged floor finish and dadooing walls in cement mortar with mosaic tiles / Glazed tiles/cuddapah slab and clearing away with carefully stacking the material useful for reuse for any thickness etc., complete complying with standard specification and as directed by the Departmental officers. | 42 | m2 | 72.12 | ₹3,029.04 |
| 2 | Dismantling , removing and carefully stacking damaged wall panelling, doors & windows etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 67 | m2 | 180.74 | ₹12,109.58 |
| 3 | Dismantling , removing and carefully stacking damaged false ceiling / AC roof sheet etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 41 | m2 | 20.79 | ₹852.39 |
| 4 | Dismantling , removing and carefully stacking Brick / stone masonry in lime mortar walls under 3m high etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 1 | m3 | 271.89 | ₹271.89 |
| 5 | Brick work in Cement Mortar1:6 using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. 2nd floor. | 6 | m3 | 8,329.6 | ₹49,977.6 |
| 6 | Brick partition walls of 11.50cm thickness using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) | 18 | m2 | 1,111.28 | ₹20,003.04 |
| 7 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c, etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 8 | m2 | 1,178.29 | ₹9,426.32 |
| 8 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) | 1 | Qtl | 9,870.4 | ₹9,870.4 |
| 9 | Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including Super Plasticiser, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - manual mix. 2nd floor | 1 | m3 | 10,628.31 | ₹10,628.31 |
| 10 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers. | 81 | m2 | 313.33 | ₹25,379.73 |
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