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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-Finance | ₹2.2 Cr | L1 | Accepted-Finance IN ORDER |
| 2 | L3₹2.3 CrRejected-Finance | ₹2.3 Cr | L3 | Rejected-Finance NOT IN ORDER |
| 3 | L4₹2.3 CrRejected-Finance 3077 SECTOR 28 D CHANDIGARH | ₹2.3 Cr | L4 | Rejected-Finance NOT IN ORDER |
| 4 | L5₹2.4 CrRejected-Finance CHANDIGARH | CHANDIGARH | CHANDIGARH | 160001 | ₹2.4 Cr | L5 | Rejected-Finance NOT IN ORDER |
| 5 | L6₹2.5 CrRejected-Finance 1067 SECTOR 12 A PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹2.5 Cr | L6 | Rejected-Finance NOT IN ORDER |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
6 Apr 2026, 12:00 pmClosed
Executive Engineer Roads Division No 1 MC Chd
Executive Engineer Roads Division No 1 MC Chd
RE-CONSTRUCTION OF PHIRNI ROAD WITH 80 MM THICK PAVER BLOCKS IN VILLAGE BURAIL, CHANDIGARH.
2026_MCC_91500_1
MCC/R1/2026/054
Open Tender
Civil Works - Roads
365 days
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹5.0 L
4 May 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 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 |
|---|---|---|---|---|---|
| 1Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge DSR 16.83 | |||||
| 2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). | |||||
| 3Taking out existing kerb stones/channel of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 16.82 | |||||
| 4Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). DSR 16.85 | |||||
| 5Providing and fixing PCC kerbs of size 1’-0” x 1' having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes fixing in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. Length of finished kerb edging shall be measured for payment. | |||||
| 6Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground(C&D Plant) or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | |||||
| 7Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber,watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of Engineer in Charge. | |||||
| 8Providing 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): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 | |||||
| 9Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over 20mm thick compacted bed of cement sand mortar 1:4 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. | |||||
| 10Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and laid in required colour and pattern over 20mm thick compacted bed of cement sand mortar 1:4 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. | |||||
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