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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAccepted-Finance 2ND FLOOR SCO 17 HARMILAP NAGAR PHASE 1 DERABASSI PB | PATIALA | PUNJAB | 140401 | ₹39.6 L | L1 | Accepted-Finance Agency Quoted less than departments justify rates. |
| 2 | L2₹40.4 LRejected-Finance 1033 SECT OR 26 PANCHKULA | ₹40.4 L | L2 | Rejected-Finance Agency Quoted less than departments justify rates but on Higher Side |
| 3 | L3₹40.8 LRejected-Finance 3077 SECTOR 28 D CHANDIGARH | ₹40.8 L | L3 | Rejected-Finance Agency Quoted less than departments justify rates but on Higher Side |
Tender Value
₹45.4 L
EMD Value
₹90,836
Closing Date
19 Feb 2026, 12:00 pmClosed
Exe. Engineer Roads Division No 3 MC Chandigarh
Exe. Engineer Roads Division No 3 MC Chandigarh
DISMANTLING OF PAVER BLOCKS, PROVIDING AND FIXING OF CHEQERRED TILE IN FRONT OF SHOWROOM IN SECTOR 9 AND 10 INNER MARKET, CHANDIGARH
2026_MCC_90593_1
MCC/2026/ROADS-III/02-06
Open Tender
Civil Works - Others
90 days
Work
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
₹90,836
25 Mar 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
Taking 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.
Taking 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. 16.82
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 50m initial lead, for all leads including all lifts involved.DSR 15.60
Laying 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. .
Providing 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.
Providing and fixing PCC channel of size 1’-0” x 1'-0" x 3” 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)and finishing of surface complete in all respect to the entire satisfaction of Engineer In Charge.
Providing 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)4.1.10
Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 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. (Old CC paver blocks shall be supplied by the department free of cost).
Providing and fixing 300x300mm heavy duty chequerred tiles of ISI Marked and name of manufacturer embedded, rubber molded as per ISI Code 13801:2013 of 25mm thick with minimum 6mm thick top layer with white cement heavy duty polished with acrylic based coating, jointed with neat cement slurry mixed with pigment to match the shade of tiles on 20mm thick bed cement mortar 1:4 (1 cement: 4 coarse sand) complete in all respect to the entire satisfaction of Engineer-in- charge
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