Construction of road from RK road km 11th Akhar Nakka to Baji Mohalla
PWD Jammu · Rajouri, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.2Cr
- EMD: ₹2.3L
- Published: 03 Oct 2026
- Closing date: 12 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 10:55 UTC
- Department: PWD
- Office: Rajouri Division
Description
Construction of road from RK road km 11th Akhar Nakka to Baji Mohalla in Rajouri, including earthwork, concrete, masonry, drainage, and paving works as detailed in the tender document.
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 (34)
- Earth work in excavation by mechanical means (Hydraulic excavator) over areas exceeding 30 cm in depth, 1.5 m in width, in 10 sqm on plan — Qty: 3475 Cum
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — Qty: 706.12 Cum
- Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10 — Qty: 35.18 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone — Qty: 446.03 Cum
- Drain Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. — Qty: 773.4 Cum
- Stone filling hand packed in horizontal level including the cost of the stone — Qty: 314.88 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 241.92 Cum
- Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete - Foundations, footings, bases for columns — Qty: 464.16 Sqm
- Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete - Retaining walls, return walls, walls — Qty: 604.64 Sqm
- Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete - Suspended floors, roofs, landings, balconies and access platforms — Qty: 26 Sqm
- Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete - Edges of slabs and breaks in floors and walls Above 20 cm wide — Qty: 1.92 Meter
- Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes 75 mm diametre — Qty: 80 Metre
- Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level — Qty: 19.63 Cum
- Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete .Cold Twisted Bar — Qty: 1800 kg
- Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade — Qty: 2000 Sqm
- Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm. — Qty: 525 Cum
- Supplying and stacking of stone screenings/ chippings at site excluding carriage.11.20 mm. — Qty: 94.5 Cum
- Supplying and stacking of good earth at site — Qty: 42 Cum
- Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete. — Qty: 525 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, 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: 262.5 Cum
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