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Tender ID
Tender Value
₹8.5 L
EMD Value
₹16,936
Closing Date
27 Mar 2026, 2:00 pmClosed
E.E.C.P.-1
Executive Engineer, C.P. Division No.1, 4th Floor, Deluxe Building Sec 9, Chandigarh
WIDENING OF ROAD NEAR GATE NO. 4 NEAR BLOCK E GMCH SECTOR 32, CHANDIGARH.
2026_CHD_91340_1
CP1/2026/2615740
Open Tender
Civil Works - Roads
Percentage
15 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹16,936
2 Apr 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
27 Mar 2026
19 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 |
|---|---|---|---|---|---|
| - | Dismantling of existing Kerbs and stacking the serviceable kerbs & channels properly at site and disposal of the unserviceable kerbs and channels average lead of 100 rft. (NS) | - | Rmt | - | - |
| - | Dismantling of existing Channels and stacking the serviceable kerbs & channels properly at site and disposal of the unserviceable kerbs and channels average lead of 100 rft. (NS) | - | Rmt | - | - |
| - | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m complete in all respects and to the entire satisfaction of Engineer in charge. (NS) | - | Cum | - | - |
| - | Preparation and consolidation of sub grade after loosening of the ground upto a level of 100 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. (NS) | - | Cum | - | - |
| - | Refixing of dismantled kerbs with cement sand mortar 1:2 complete in all respect and to the entire satisfaction of the Engineer -in-charge. (NS) | - | Rmt | - | - |
| - | Providing and fixing factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness duly vibrated, mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerb with cement mortar 1:2 complete in all respect and to the entire satisfaction of thr Engineer in charge. (NS) | - | Rmt | - | - |
| - | Refixing of dismantled channel with cement sand mortar 1:2 complete in all respect and to the entire satisfaction of the Engineer -in-charge.(NS) | - | Rmt | - | - |
| - | Providing and fixing factory manufactured precast concrete channels of size 300 x 300mm having 75mm thickness duly vibrated, mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerb with cement mortar 1:2 complete in all respects and to the entire satisfaction of the Engineer-in-Charge. (NS) | - | Rmt | - | - |
| - | Providing and fixing factory manufactured precast concrete kerb of size 300mm x 300mm having 100mm thickness duly vibrated, mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerb with cement mortar 1:2 complete in all respect and to the entire satisfaction of thr Engineer in charge. (NS) | - | Rmt | - | - |
| - | Providing, laying, spreading and compacting granular sub base material compacted of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading – I as per table 400.2 of MORT&H specification, including spreading on the prepared sub grade with the help of tractor with planner of adequate capacity maintaining the requited slope and grade during operation, rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night, chowkidar and maintenance of diversion etc. complete in all respect as per MORT&H specifications, density of GSB as laid 2 gms/cc complete in all respect and to the entire satisfaction of Engineer in charge. (NS) | - | Cum | - | - |
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