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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC 1627 SECTOR 26 PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹26.2 L | L1 | Accepted-AOC Agency Quoted less than departments justify rates. |
| 2 | L2₹26.4 L+₹23,083.21 (0.88%)Rejected-Finance 1067 SECTOR 12 A PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹26.4 L+₹23,083.21 (0.88%) | L2 | Rejected-Finance Agency Quoted less than departments justify rates but on Higher Side |
Tender Value
₹26.5 L
EMD Value
₹53,065
Closing Date
20 Jul 2026, 12:00 pmClosed
Exe. Engineer Roads Division No 3 MC Chandigarh
Exe. Engineer Roads Division No 3 MC Chandigarh
UP-GRADATION OF FLOORING OF AT FRONT SIDE AND BACK SIDE OF MARKET/SHOWROOM FROM SCO NO. 21 TO 85, SECTOR-16 D CHANDIGARH.
2026_MCC_91423_11
MCC/2026/ROADS-III/03-08
Open Tender
Civil Works - Others
Percentage
120 days
Work
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
₹53,065
9 Sept 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 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 |
|---|---|---|---|---|---|
| 1 | Demolishing concrete manually/ by mechanical means and 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) (DSR 15.2.1) | - | Cum | - | - |
| 2 | Demolishing 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 DSR (15.2.2) | - | Cum | - | - |
| 3 | 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. | - | Rmt | - | - |
| 4 | Taking 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. | - | Rmt | - | - |
| 5 | Taking out existing CC interlocking paver blocks/tiles 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. | - | Sqm | - | - |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | - | Cum | - | - |
| 7 | Disposal moorum/building rubbish/malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer -in- charge. | 0.6 | Cum | - | - |
| 8 | 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. | - | Rmt | - | - |
| 9 | 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. | 1 | Rmt | - | - |
| 10 | Laying at or near ground level old channel of all types in position to the required line, level and curvature, jointed with cement mortar 1:4 (1 cement : 4 coarse sand), including making joints with or without grooves including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. | - | Rmt | - | - |
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