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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.5 LAccepted-Finance 3582 SECTOR 23 CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹58.5 L | L1 | Accepted-Finance IN ORDER |
| 2 | L2₹62.5 LRejected-Finance 1627 SECTOR 26 PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹62.5 L | L2 | Rejected-Finance NOT IN ORDER |
| 3 | L3₹62.7 LRejected-Finance | ₹62.7 L | L3 | Rejected-Finance NOT IN ORDER |
| 4 | L4₹63.1 LRejected-Finance 3077 SECTOR 28 D CHANDIGARH | ₹63.1 L | L4 | Rejected-Finance NOT IN ORDER |
| 5 | L5₹66.1 LRejected-Finance CHANDIGARH | ₹66.1 L | L5 | Rejected-Finance NOT IN ORDER |
Tender Value
₹71.7 L
EMD Value
₹1.4 L
Closing Date
21 Apr 2026, 12:00 pmClosed
Executive Engineer Roads Division No 1 MC Chd
Executive Engineer Roads Division No 1 MC Chd
Up-gradation of market Sector 40-D, Chandigarh.
2026_MCC_91716_1
MCC/R1/2026/063
Open Tender
Civil Works
90 days
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
₹1.4 L
12 May 2026
14 Apr 2026
21 Apr 2026
14 Apr 2026
21 Apr 2026
14 Apr 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 kerb stones 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 | |||||
| 2Taking out existing Channels stones 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 | |||||
| 3Taking 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 | |||||
| 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. DSR ref. 16.85 | |||||
| 5Providing and Laying of kerb of size 2’-0” x 9” 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 at or near ground level 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. | |||||
| 6Laying at or near ground level old channel 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. DSR ref. 16.85 | |||||
| 7Providing and fixing Precasting plain cement concrete Channel of size 2'-0" x 1'-0" x 3" thick duly mixed, mechanically & compacted made of PCC 1:2:4 duly cured and finished. The rates is to be fixed over 20mm thick cement mortar 1:4 including grouting of joints complete in all respect to the entire satisfaction of Engineer -in-charge | |||||
| 8Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed : (DSR 2.6.1) | |||||
| 9Carriage of earth by mechanical transport loading/unloading lead of 2.00 km. to the entire satisfaction of Engineer-in-charge. | |||||
| 10Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.10) | |||||
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