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Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
9 Jul 2026, 12:00 pmDue today
Exe. Engineer Roads Division No 3 MC Chandigarh
Exe. Engineer Roads Division No 3 MC Chandigarh
RE-CONSTRUCTION OF DAMAGED FOOTPATH IN DADUMAJRA, CHANDIGARH.
2026_MCC_93538_2
MCC/2026/ROADS-III/06-18
Open Tender
Civil Works - Others
120 days
Work
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
₹2.2 L
2 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
9 Jul 2026
2 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 | 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.DSR 16.82 | 1 | Rmt | - | - |
| 2 | 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. | 1 | Rmt | - | - |
| 3 | 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 DSR 16.83 | - | Sqm | - | - |
| 4 | Laying old PCC Kerb 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. Length of finished kerb edging shall be measured for payment. | 1 | Rmt | - | - |
| 5 | Laying old Channel 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. Length of finished Channel edging shall be measured for payment. | 1 | Rmt | - | - |
| 6 | Providing and fixing PCC kerbs of size 2’-0” x0'-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 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. Length of finished kerb edging shall be measured for payment. | 1 | Rmt | - | - |
| 7 | Providing and fixing PCC 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 also includes fixing 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. Length of finished Channel edging shall be measured for payment. | 1 | Rmt | - | - |
| 8 | Carriage of material (1.1) by mechanical transport including loading unloading and stacking complete in all respect using appropriate labour and machinery to carry dispose the building rubbish/ malba/ dismantled and wastes to the Municipal Corporation C&D waste processing plant to an average lead of 12 Km and all lifts to entire satisfaction of Engineer in Charge. | 1 | Cum | - | - |
| 9 | Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of Engineer in Charge. | - | Sqm | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 | 1 | Cum | - | - |
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