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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical NEAR KONAM GUEST HOUSE CO OPERATIVE COLONY CHODAVARAM VISAKHAPATNAM 531036 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 531036 | Accepted-Technical Responsive |
Tender Value
₹17.6 L
EMD Value
₹35,500
Closing Date
14 Aug 2026, 4:00 pmClosed
The Superintending Engineer, IWD, IIT(BHU)
The Superintending Engineer, Institute Works Department, IIT(BHU), Varanasi-221005, U.P.
P/f false ceiling, painting, fencing, channel gate and interior painting in School of Biochemical Engg and P/F aluminium partition of b/w chamber and green energy lab of prof. Prabhakar Singh in Dept. of Physics and P/L gutter along shades at roof
2026_IITBU_915449_2
IIT(BHU)/IWD/CT-35/2026-27/290
Open Tender
Civil Works
Works
120 days
Institute Works Department, IIT(BHU)
As Per Tender Document
9 documents required · 9 mandatory
₹0
₹35,500
10 Sept 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 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 |
|---|---|---|---|---|---|
| 0.1 | Repair and Renovation of Toilets | - | - | - | - |
| 1 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: R.C.C. (15.34.2) | 15 | Nos | 243.3 | ₹3,649.5 |
| 2 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. (15.36) | 40 | Kg | 36.8 | ₹1,472 |
| 3 | Demolishing cement concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (15.2.1) | 3 | cum | 2,434.25 | ₹7,302.75 |
| 4 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar (15.7.4) | 14 | cum | 2,060.2 | ₹28,842.8 |
| 5 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge.(15.1) | 14 | cum | 851.5 | ₹11,921 |
| 6 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead.(15.27) | 17 | cum | 914.3 | ₹15,543.1 |
| 7Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. | |||||
| 7.01 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (22.7.1) | 140 | sqm | 1,684.6 | ₹2,35,844 |
| 8 | Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
(i) Single socketed pipes 110 mm diameter (12.41.2) | 150 | metre | 377.4 | ₹56,610 |
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