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NTID 44671317
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Inquiry NowCorrigendum Construction Of in Chandigarh - Complete Tender Details
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Chandigarh Administration
Chandigarh, Chandigarh, India
NTID 44671317
- Opening Date : Mon 6th April, 2026
- Closing Date : Mon 6th April, 2026
- ₹ 4164130.00
- NTID 44671317
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
83283.00 -
Document Cost
Refer Documents -
Estimated Cost
4164130.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Construction of Road at CISF unit near Backside of Punjab and Haryana Secretariat Sector 1 UT Chandigarh | Date |
BOQ Items Total Items : 8 | Total Qty : 6074.9
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling of existing PCC tiles & stacking the same at site carefully complete in all repect and to the entire satisfication of Engineer-in-charge. | 1531.940 | Sqm |
| 2 | Excavation for roadwork 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. N.S. | 854.490 | Cum |
| 3 | Haulage of material/earth by mechanical transport inculding the cost of loading, unloading and stacking with lead of 5.0 Km complete in all respect as per satisfication of Engineer-in-Charge. | 683.590 | Cum |
| 4 | Preparation and consolidation of sub grade after loosening of the ground upto a level of 100 mm below the sub-grade level, watered, mechanically/manual means 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. N.S. | 154.090 | Cum |
| 5 | Providing, laying, spreading and compacting granular sub base material 200 mm thick(in two layer) compacted of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading 3 as per table 400.1 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. | 312.850 | Cum |
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