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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-AOC B 302 FALCON VIEW SECTOR 66 A MOHALI | ₹5.0 L | 1 | Accepted-AOC DUE TO L-1 AGENCY |
| 2 | 2₹5.5 LRejected-Finance 670 A SMALL FLAT DHANAS UT CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹5.5 L | 2 | Rejected-Finance RATE ON HIGHER SIDE |
| 3 | 3₹5.8 LRejected-Finance 130 SECTOR 40 A CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹5.8 L | 3 | Rejected-Finance RATE ON HIGHER SIDE |
| 4 | 4₹6.1 LRejected-Finance 55 HEM VIHAR BALTANA ZIRAKPUR | ₹6.1 L | 4 | Rejected-Finance RATE ON HIGHER SIDE |
Tender Value
₹7.4 L
EMD Value
₹14,773
Closing Date
24 Mar 2026, 11:00 amClosed
XEN CP3
XEN CP3 SEC 16 CHD
AR AND SR TO NRB AYUSH DISPENSARY UNDER MTC. BOOTH SECTOR 24 CHANDIGARH.
2026_CHD_91294_1
CP3/2026/2662860
Open Tender
Civil Works
90 days
SECTOR 24 CHANDIGARH.
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹14,773
21 May 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
Providing and fixing 60 mm thick high density rubber moulded precast cement concrete paver block grey/ colored/ polished/ designer (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M35 ISI marked including the cost of good quality color and hardening agents. The paver should be compiled with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over layer of 25 mm average thick screened coarse sand to the required slope and filling the joints with fine sand complete in all respects and to the entire satisfaction of Engineer in charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4(1 cement :4 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4(1 cement :4 coarse sand)
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 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 cement: 4 coarse sand)
Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work
Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in- Charge.
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 : In 75x75 mm deep chase
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.
P/F 110mm internal dia PVC pipe as rain water pipe on walls of 6 kg. pressure with Bend, Elbow and Clamps complete in all respect to the entire satisfaction of Engineer--in-Charge
Supply of 1st quality brick tiles 9"x4.1/2" x 1.1/2" complete in all respect and to the entire satisfaction of Engineer in charge.
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.
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