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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-Finance 2593 1 SECTOR 49 C CHANDIGARH | ₹9.0 L | L1 | Accepted-Finance Agency found L1 |
| 2 | L2₹9.1 LRejected-Finance 105 B TOP FLOOR MOTIA CITY ZIRAKPUR 140603 PB | S A S NAGAR | PUNJAB | 140603 | ₹9.1 L | L2 | Rejected-Finance Agency not found L1 |
Tender Value
₹17.1 L
EMD Value
₹34,135
Closing Date
10 Feb 2026, 2:00 pmClosed
Executive Engineer C P Division No 5 Chandigarh
Executive Engineer C P Division No 5, Deluxe Building Ground floor Sector 9 D Chandigarh
Water Proofing of Roof of Police Station by Providing COBA Treatment in Sector 31, Chandigarh.
2026_CHD_90418_1
EECP95/2026/2568696 dated 03.02.2026
Open Tender
Civil Works
90 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹34,135
12 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :DSR 12.21
In 75x75 mm deep chase DSR 12.21.1
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. DSR 12.22
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. DSR 12.43
110 mm DSR 12.43.2
Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. DSR 12.55
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60
Providing 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: DSR 22.7
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. A
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. B
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. C
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 f inally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.D
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”:E
With average thickness of 120 mm and minimum thickness at khurra as 65 mm. DSR 22.7.1
Scraping/Removing of existing damage tarfelt from the roof of building including proper cleaning of bitumen from the surface of tiles and disposal of malba away from the building premises complete in all respect to the entire satisfaction of the engineer-in-charge. NS
Dismantling of existing Tile Terracing and removing the earth filling under tiles and cleaning the roof surface with wire brushes etc complete in all respect. NS
Credit after old dismantled material
Earth from the existing terracing @ 145.91/- Cum
Brick tile bats @ -650/- Cum
Brick tile @ - 7.5/- Nos.
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