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NTID 40544787
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💬 Talk to Our Bidding ExpertCorrigendum Macadimisation O in Pahalgam – Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Macadimisation O" in Pahalgam, India.
Public Works Department
Pahalgam, Jammu and Kashmir, India
NTID 40544787
- Opening Date : Fri 13th June, 2025
- Closing Date : Thu 12th June, 2025
- ₹ 979000.00
- NTID 40544787
Key Values: Document Cost: 600.00 | EMD: 19580.00 | Estimated Cost: 979000.00
Tender Description
Corrigendum : Macadimisation Of Road From Hassanoor To Chanigam
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
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Extension 1st | Date |
| 2 | Extension 2nd | Date |
BOQ Items Total Items : 7 | Total Qty : 2898.05
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 68.85 | Cum |
| 2 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 918.00 | Sqm |
| 3 | Providing and laying of 50mm premix Bituminous Macadam base course with stone aggregates of quality size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 3.5% by weight of total mix including hot mixing of stone aggregates and bitumen in hot mix plant transporting mixed material and laying with paver finisher to the required level and grade rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. incl all Carriages etc complete job. | 45.90 | Cum |
| 4 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity | 918.00 | Sqm |
| 5 | SEAL COAT Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 918.00 | Sqm |
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