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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹53.1 LAdmitted-Finance 241 SECTOR 7 PANCHKULA | -6.80% | ₹53.1 L | L1 | Admitted-Finance |
| 2 | L2₹55.8 LAdmitted-Finance 1067 SECTOR 12 A PANCHKULA | PANCHKULA | HARYANA | 133301 | -2.00% | ₹55.8 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical 1627 SECTOR 26 PANCHKULA | PANCHKULA | HARYANA | 133301 | - | - | - | Rejected-Technical Not in Order |
Tender Value
₹57.0 L
EMD Value
₹1.1 L
Closing Date
6 Apr 2026, 12:00 pmClosed
Exe. Engineer Roads Division No 3 MC Chandigarh
Exe. Engineer Roads Division No 3 MC Chandigarh
Upgradation of flooring of at front side or back side of market/ showrooms, Sector 23 C, Chandigarh
2026_MCC_91491_1
MCC/2026/ROADS-III/03-09
Open Tender
Civil Works - Others
120 days
Work
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
₹1.1 L
21 Apr 2026
25 Mar 2026
6 Apr 2026
25 Mar 2026
6 Apr 2026
25 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Demolishing 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 (i/c equivalent design mix) | ||||||
| 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 | ||||||
| 3Taking out existing kerbs 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. (N.S.) | ||||||
| 4Taking 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. (N.S.) | ||||||
| 5 | 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. (N.S.) | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 6Earth 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. | ||||||
| 7Disposal moorum/building rubbish/malba/similar unservicable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved muncipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Enginner -in- charge. | ||||||
| 8Carriage of mechanical transport including loading, unloading Lead of 5 km at Dumping Ground complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 1.1.2) | ||||||
| 9Laying at or near ground level factory made old kerb stone made of plain cement concrete 1:2:4, 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 to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). | ||||||
| 10 | Providing and laying at or near ground level factory made kerb stone of size 2'x9'x4"made of plain cement concrete 1:2:4, 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 to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). | 1 | Rmt | - | - | BI01010001010000000000000515BI0100001120 |
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