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NTID 42952001
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💬 Talk to Our Bidding ExpertCorrigendum Recarpeting Of V in Chandigarh - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Recarpeting Of V" in Chandigarh, India.
Chandigarh Administration
Chandigarh, Chandigarh, India
NTID 42952001
- Opening Date : Wed 17th December, 2025
- Closing Date : Wed 17th December, 2025
- ₹ 3487083.00
- NTID 42952001
Key Values: Document Cost: 0.00 | EMD: 69742.00 | Estimated Cost: 3487083.00
Tender Description
Corrigendum : Recarpeting Of V3 Roads Sec 15 And 24 Sector 15 Side At Udyog Path Ut Chandigarh
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
-
EMD
69742.00 -
Document Cost
Refer Documents -
Estimated Cost
3487083.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Recarpeting of V3 Roads Sec 15 and 24 Sector 15 side at Udyog Path UT Chandigarh | Date |
| 2 | Recarpeting of V3 Roads Sec 15 and 24 Sector 15 side at Udyog Path UT Chandigarh | Date |
| 3 | Recarpeting of V3 Roads Sec 15 and 24 Sector 15 side at Udyog Path UT Chandigarh | Date |
BOQ Items Total Items : 7 | Total Qty : 9765.47
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and laying tack coat with bitumen VG-10 @ 3.00 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H specification and to the entire satisfaction of the Engineer-in-charge. N.S. | 7537.97 | Sqm |
| 2 | Providing and laying type 3 (6mm to 8mm)7 mm Avg. Thick SLURRY SEAL with mechanical paver after mixing aggregate and bitumen as per design mix in hot mix plant using 7.5% Straight run bitumen of VG-30 @ 12 kg/ sqm penetration and using fine aggregate with 2% filler to the weight of aggregate confirming to relevant specification laid in MORT&H specification and density of slurry seal concrete as laid 1.71 Gm/c.c.complete in all respect and to the entire satisfaction of the Engineer-in-charge.. N.S. | 1.05 | Cum |
| 3 | Bituminous Concrete:Providing and laying 30/40mm thick bituminous concrete as per clause 507 of MORT&H specification with mechanical paver after mixing aggregate and bitumen as per design mix in Hot mix plant using minimum5.50% bitumen of grade VG- 30 and using both coarse and fine aggregate filler stone dust @2% by weight of aggregate confirming to relevant specification laid in MORT&H specification clause 507.2.2 and 507.2.3 with grading confirming to table 500-17 gradation II of MORT&H specification and density of bituminous concrete as laid 2.35 gm/cc complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. N.S. | 229.55 | Cum |
| 4 | Providing and applying 2.5mm (minimum) thick thermoplastic road marking paint for edge line, central line, stop line, segregation line, zebra crossing, arrows and other road signs etc. The thermoplastic material should be homogeneously composed of pigment, hot resin and glass reflectorising beads @0.250 Kg/Sqm. The gradation of glass beads must be as per table 800.4 and properties of material should be as per table 800.3 of MORT&H specification (5th revision). The work should be complete in all respects and to the entire satisfaction of Engineer-in-charge N.S. | 772.10 | Sqm |
| 5 | Providing and fixing of Raised pavement markers (Cat eyes) of make 3m series/ Avery Denninson 80/C-80 conforming to ASTM D4280 type H with micro prismatic lens on both sides with 13 sq cum retro-reflective surface area in each lens, having two no. 3cm shanks and fixing the same with suitable epoxy after cutting the road surface for embedding shanks complete in all respects and to the entire satisfaction of the Engineer in charge. N.S. | 864.00 | Each |
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