Macadamization of Marshalling Yard, PWD Workshop, Transport Nagar, Jammu Under Capex Budget 2025 26
PWD · Jammu, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.5Cr
- EMD: ₹5.1L
- Published: 22 Sep 2026
- Closing date: 13 Oct 2026
- Status: open
- Department: Public Works Department
- Office: CE RandB Jammu
Description
Tender for civil works including earthwork, concrete, reinforcement, bituminous layers, and associated civil construction activities for macadamization of marshalling yard at Transport Nagar, Jammu, with an estimated value of 25,335,000 INR.
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 (24)
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — Qty: 273 Cum
- Providing and laying River Bed Material on the road surface — Qty: 551.45 Cum
- Providing and laying in position cement concrete of specified grade including curing — Qty: 39 Cum
- Providing and laying in position cement concrete of specified grade including curing — Qty: 90 Cum
- Providing and laying in position cement concrete of specified grade including curing — Qty: 12 Cum
- Providing and laying in position reinforced cement concrete including curing — Qty: 9.75 Cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Qty: 780 Kg
- 12mm Cement plaster of mix 1 : 6 — Qty: 590 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns etc. — Qty: 720 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platforms. — Qty: 45 Sqm
- Edges of slabs and breaks in floors and walls under 20 cm wide. — Qty: 152 Mtrs
- Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. — Qty: 350 Kg
- 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. — Qty: 2290.13 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: 1374.08 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: 18321 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). — Qty: 916.05 Cum
- 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: 18321 Sqm
- Engaging labour as per requirement at site. — Qty: 30 Nos
- Engaging JCB as per requirement at site. — Qty: 5 Hours
- Engaging tractor with trolley for disposal of mulba, unhygenic material away from site as per direction of Engineer-in-charge. — Qty: 8 Trip
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