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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.8 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED AS L1 CONTRACTOR | |
| 2 | L2₹61.3 L+₹61,698 (1.02%)Rejected-AOC NO 5 25A NADUMEDU PILLUR PO PARAMATHI VELLORE NAMAKKAL DIST 637 206 | NAMAKKAL | TAMIL NADU | 637206 | L2 | Rejected-AOC REJECTED SINCE RATE QUOTED ARE HIGHER THAN L1 | |
| 3 | L3₹61.9 L+₹1.2 L (2.00%)Rejected-AOC | L3 | Rejected-AOC REJECTED SINCE RATE QUOTED ARE HIGHER THAN L1 |
| Sl No | Description | Qty | Unit | sivaparameswari engineering construction and co L2 | R.Balachandran L3 | S M R BUILDTECH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for Pressed tiles & weathering course directed by the Departmental officers Complying with standard specification. | 83.1 | Sq.m | 52 ₹4,321.2 | 52 ₹4,321.2 | 51 ₹4,238.1 Lowest |
| 2.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of Damaged floor finishing wall in Cement Mortar with Mosiac/Glazed Tiles/Clay Tiles/Cuddapah Slabs as directed by the Departmental officers Complying with standard specification. | 60.2 | Sq.m | 70 ₹4,214 | 71 ₹4,274.2 | 69 ₹4,153.8 Lowest |
| 3.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for One Course of Pressed Tile Roof finish in cement mortar directed by the Departmental officers Complying with standard specification. | 280.5 | Sq.m | 29 ₹8,134.5 | 29 ₹8,134.5 | 28 ₹7,854 Lowest |
| 4.00 | Chipping of concrete and roughening the surface as directed by the Departmental officers Complying with standard specification. | 447.5 | Sq.m | 46 ₹20,585 | 46 ₹20,585 | 45 ₹20,137.5 Lowest |
| 5.00 | Clean removal of cement plaster from walls as directed by the Departmental officers Complying with standard specification. | 578 | Sq.m | 10 ₹5,780 | 10 ₹5,780 | 9 ₹5,202 Lowest |
| 6.00 | The area of repair should be properly assessed before taking up the following stages of repair, Scaffolding will be erected with proper bracing to the designated height by checking the vertically and using proper MS Pipes also providing platform at various levels to enable the repair. The concrete surface will be examined for loose and spalled portions and the same will be removed with the help of chisel & hammer. Perfect preparation of substrate is essential for optimum performance of repair. The surface and the reinforcement should be water washed by removing all laitance and other contaminants hampering the adhesion of the repair concrete mortar. Prepare the final surface free from dust and debris and to a rough profile with at-least 5mm level difference between surface troughs and peaks. Rebars if corroded beyond 85% the same should be replaced with ribbed Fe500 rods in places of extreme corrosion. Replacement of the affected part of rebars will be necessary if the diameter is found reduced by more than 20% of the original diameter. Apply Two component anti-corrosion for steel reinforcement using before concrete repair. The clean substrate must be alkaline (pH above 9.5) and free of other contaminants. The primed area shall be filled with single component, Dual shrinkage compensated micro-concrete of FosrocRenderoc RG mixed with small aggregates Ratio of 1:0.5, if travel applied area FosrocRenderoc SP 40 depth 50 to 75mm average thick. | 7.1 | Sq.m | 7,579 ₹53,810.9 | 7,651 ₹54,322.1 | 7,508 ₹53,306.8 Lowest |
| 6.01After fixing the formwork as per requirement. The formwork shall be made of either plywood or steel. In both the cases, before pouring of micro concrete all probable leakage points shall be sealed using suitable sealing compound. The mixed micro concrete shall be poured into the formwork. The mixed material shall be placed into the formwork within 20 minutes from the time of application. The concrete filling shall be continued till area is completely filled and closed. The mixed mortar is trowel applied and the first layer by gloved hand including packing behind rebars and then firmly trowel on the rest to required thickness. The compressive strength achieved in 24 hours after proper curing will be 15 MPa in 24 hours and 35 MPa in 7 days. Overlays such as plaster add with Tamseal SBR etc. Complete | ||||||
| 7.00Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. | ||||||
| 7.01 | For Superstructure in First Floor | 6.7 | Cu.m | 4,845 ₹32,461.5 | 4,891 ₹32,769.7 | 4,800 ₹32,160 Lowest |
| 8.00 | Finishing the top of roof with one course of Machine Pressed tiles of size 230mmx230mmx20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers | 368 | Sq.m | 1,432 ₹5,26,976 | 1,446 ₹5,32,128 | 1,419 ₹5,22,192 Lowest |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
24 Sept 2025, 3:00 pmClosed
SUPERINTENDING ENGINEER
O/o THE SUPERINTENDING ENGINEER PWD BUILDINGS CONSTRUCTION AND MAINTENANCE CIRCLE COIMBATORE
RENOVATION OF WOMENS HOSTEL BUILDING AT GOVERNMENT LAW COLLEGE IN COIMBATORE DISTRICT.
2025_PWD_602367_1
37BCMCBE02092025
Open Tender
Civil Works - Buildings
Lump-sum
GOVERNMENT LAW COLLEGE
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹40,000
14 Nov 2025
11 Sept 2025
24 Sept 2025
11 Sept 2025
24 Sept 2025
11 Sept 2025
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tech_eval.pdf
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aoc.pdf
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