Last Lane of Nidesh Vihar Sainik Colony Extension from the H/o Imran Khan behind RM Public School near the H/o Gagan Gupta (Under Capex Budget 2026-27)
PWD / CE RandB Jammu / SE RandB South Jammu / EE RandB Gandhi Nagar · Jammu, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.0L
- EMD: ₹40K
- Published: 01 Oct 2026
- Closing date: 12 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 08:16 UTC
- Department: PWD
Description
Construction work for the last lane of Nidesh Vihar Sainik Colony Extension, including earthwork, road base, bituminous layers, and disposal of unhygienic materials, under Capex Budget 2026-27.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (13)
- Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. — Qty: 79.2 Cum
- Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. — Qty: 1020 Sqm
- Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 53mm – 22.40 mm size including stone screening 11.20 mm size. — Qty: 153 Cum
- 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. — Qty: 102 Cum
- Providing and applying tack coat using hot straight run bitumen of grade–VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On WBM @ 0.75 Kg/sqm. — Qty: 1020 Sqm
- Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. — Qty: 51 Cum
- Providing and applying tack coat using hot straight run bitumen of grade–VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. — Qty: 1944 Sqm
- 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 VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. — Qty: 1944 Sqm
- Engaging JCB as per requirement at site. — Qty: 3 Hours
- Engaging tractor with trolley for disposal of mulba, unhygenic material away from site as per direction of Engineer-in-charge. — Qty: 8 Trip
- Engaging labour as per requirement at site. — Qty: 5 Nos
- Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Stone agg. above 40mm size for an avg. lead of 10 Kms. — Qty: 45.9 Cum
- Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Stone agg. / Screening / C. Dust / Sand for an avg. lead of 10 Kms. — Qty: 154.4 Cum
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