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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.2 LAccepted-AOC SCO 83 2ND FLOOR SWASTIK VIHAR MDC SECTOR 5 PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹57.2 L Quoted ₹39.3 L | L1 | Accepted-AOC Tender allotted to L1 Agency |
| 2 | L2₹40.2 LRejected-Finance 105 B TOP FLOOR MOTIA CITY ZIRAKPUR 140603 PB | S A S NAGAR | PUNJAB | 140603 | ₹40.2 L | L2 | Rejected-Finance Agency not found L1 |
| 3 | L3₹43.4 LRejected-Finance 230 SECTOR 12 PANCHKULA | PANCHKULA | ₹43.4 L | L3 | Rejected-Finance Agency not found L1 |
| 4 | L4₹48.1 LRejected-Finance 11 NO 870 SECTOR 13 A CHANDIGARH | ₹48.1 L | L4 | Rejected-Finance Agency not found L1 |
| 5 | L5₹48.7 LRejected-Finance 1627 SECTOR 26 PANCHKULA | ₹48.7 L | L5 | Rejected-Finance Agency not found L1 |
Tender Value
₹57.2 L
EMD Value
₹1.1 L
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
Re-Construction of Damaged Pavement in Hospital, Sector 48, Chandigarh
2026_CHD_90436_1
EECP89/2026/2571968 dated 04.02.2026
Open Tender
Civil Works
45 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.1 L
23 Mar 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. DSR No.15.2
Nominal concrete 1:3:6 or richer mix (including equivalent design mix) DSR No.15.2.1
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 No.15.60
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR No.2.27
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level : DSR No.4.1
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) DSR No.4.1.10
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). DSR No.16.43
Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer) DSR No.16.43.2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR No.5.22
Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR No.5.22.6
Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. DSR No.5.27
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: DSR No.6.1
Cement mortar 1:6 (1 cement : 6 coarse sand) DSR No.6.1.2
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. DSR No.8.2
Granite of any colour and shade Area of slab upto 0.50 sqm. DSR No.8.2.2
Area of slab upto 0.50 sqm. DSR No.8.2.2.2
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