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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | ₹9.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.3 L+₹27,041.82 (3.01%)Rejected-AOC | ₹9.3 L+₹27,041.82 (3.01%) | L2 | Rejected-AOC L2 |
Tender Value
₹9.0 L
EMD Value
₹9,000
Closing Date
3 Mar 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, P.W.D., Building C and M Division-3, Chepauk, Chennai-05
Replacing the damaged Pressed tiles and chemical Treatment for arresting leakage in the Roof of old Commissioner Office Building in Government Museum Campus at Egmore Chennai - 08.
2026_PWD_662908_1
PWD/BCMD3/23/01/2025
Open Tender
Civil Works
Lump-sum
30 days
Egmore, Chennai-8
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹9,000
17 Sept 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
3 Mar 2026
20 Feb 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 Plain cement concrete and clearing away the same 50 m away from the site and roughening the surface etc., complete complying with standard specification and as directed by the Departmental officers. | 3.8 | M3 | 572.25 | ₹2,174.55 |
| 2 | Dismantling, removing and carefully stacking press tiles with weathering course etc, complete as directed by the departmental officers | 166.5 | M2 | 30.04 | ₹5,001.66 |
| 3 | Dismantling lime Cement concrete and clearing away the same 50 m away from the site and roughening the surface etc., complete complying with standard specification and as directed by the Departmental officers. | 24.4 | M3 | 416.5 | ₹10,162.6 |
| 4Providing two legged scaffolding using 48.30mm dia heavy duty MS pipe over all height of 3.00m the distance between 2 legs being 1.25m and the spacing of the post being 2m in each rows and providing platform with C.W. planks using 40mm thick silver oak and 1.00m wide in complete form with horizontal bracings @ 1.50m c/c vertical direction and with cross bracings using same 48.30mm dia including cutting, threading assembly with red oxide primer, labour charges cost of specials such on large plate, shoe, carcher, coupling, bolt and nut transportation charges. The bottom of vertical post shall rest on 300x300x70mm 1:2:4 concrete base etc complete complying with standard specification and as directed by the departmental officers. | |||||
| 4.01 | Initial height of 3m of length | 25 | RM | 619.85 | ₹15,496.25 |
| 4.02 | Every Additional Height 2.50 m | 37.5 | RM | 528.7 | ₹19,826.25 |
| 5 | Rectification of beams, column and slabs by dismantling and chipping the distressed portico cleaning of reinforcement with wire brush and by sand plastering, cleaning and water washing applying corrosion, inhibitor coating at the rate of 1.20kgs/1m2 over the affected surface as per the specification given by the manufacturing guniting with CM 1:3 ( One cement and three P sand) to an average thickness of 40mm under pressure and finished neatly includinghire charges for all tools and plants, labour , fuel charges including all leads for portable water including curing 7 days and all other incidential charges etc., complete complying with standard specification. | 8.8 | M2 | 2,600 | ₹22,880 |
| 6 | Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. | 36 | M2 | 327.71 | ₹11,797.56 |
| 7 | Applying Bitumen Paint two coat in the sungan portion with necessary cleaing base slab top and sides etc., complete as directed by the departmental officers. | 172 | M2 | 95 | ₹16,340 |
| 8Weathering 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. | |||||
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