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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.2 LAccepted-Finance | ₹72.2 L | L1 | Accepted-Finance IN ORDER |
| 2 | L2₹74.3 LRejected-Finance 3077 SECTOR 28 D CHANDIGARH | ₹74.3 L | L2 | Rejected-Finance NOT IN ORDER |
| 3 | L3₹74.8 LRejected-Finance CHANDIGARH | ₹74.8 L | L3 | Rejected-Finance NOT IN ORDER |
Tender Value
₹80.1 L
EMD Value
₹1.6 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
Re-construction of damaged footpath around the various parks in Sector 40-C, Chandigarh.
2026_MCC_91715_1
MCC/R1/2026/062
Open Tender
Civil Works - Roads
180 days
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
₹1.6 L
11 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 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 Ref 16.82 | |||||
| 3Taking out existing PCC tiles/ 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 fixing PCC kerbs 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 the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction 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. , 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. | |||||
| 8Providing 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) | |||||
| 9Laying old interlocking paver block/PCC tiles of any design/ shape laid in required line, level, curvature, colour and pattern over and including 20 mm thick cement sand mortar 1:4 including grouting of joints complete as per the direction of Engineer-in-charge. | |||||
| 10Disposal 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) | |||||
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