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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹69.4 LAdmitted-Finance 21 SECTOR 15 PANCHKULA | -27.40% | ₹69.4 L | L1 | Admitted-Finance |
| 2 | L2₹71.4 L+₹2.1 L (2.96%)Admitted-Finance 69 SECTOR 21 PANCHKULA | -25.25% | ₹71.4 L+₹2.1 L (2.96%) | L2 | Admitted-Finance |
| 3 | L3₹74.8 L+₹5.4 L (7.84%)Admitted-Finance | -21.71% | ₹74.8 L+₹5.4 L (7.84%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical SCO 83 2ND FLOOR SWASTIK VIHAR MDC SECTOR 5 PANCHKULA HARYANA | - | - | - | Rejected-Technical Not fulfilled the eligibility criteria |
Tender Value
₹95.6 L
EMD Value
₹1.9 L
Closing Date
16 Sept 2026, 11:30 amClosed
Er Naveen Khatri
Executive Engineer CP Division No2 Road Sector 9 Chd
Replacment of Damaged Pathway at Leisure Valley Sector 10 UT Chandigarh
2026_CHD_95293_1
CP2Road3095155
Open Tender
Civil Works - Roads
Percentage
120 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.9 L
18 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 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 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) DSR 15.2.1 | 591.51 | Cum | 2,368.53 | ₹14,01,009.18 |
| 2 | 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 | 591.51 | Cum | 256.82 | ₹1,51,911.6 |
| 3 | Providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 100mm thickness with one edge semi rounded duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S. | 2,886.33 | Rmt | 229.25 | ₹6,61,691.15 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 | 197.17 | Cum | 2,066.41 | ₹4,07,434.06 |
| 5 | 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-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 4.1.10 | 394.38 | Cum | 6,342.6 | ₹25,01,394.59 |
| 6 | 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) Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer (DSR-16.43.2) | 394.38 | Cum | 10,798.99 | ₹42,58,905.68 |
| 7 | 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 5.27 | 6.31 | Cum | 27,450.86 | ₹1,73,214.93 |
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