Permanent Restoration of road from JWG Mohra Wala Nakka Road
PWD / CE RandB Pir Panjal / SE RandB Poonch · Poonch, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.7Cr
- EMD: ₹7.3L
- Published: 01 Oct 2026
- Closing date: 22 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 08:11 UTC
- Department: PWD
- Office: CE RandB Pir Panjal
Description
Tender for the permanent restoration of a road from JWG Mohra Wala Nakka Road in Poonch district, including civil works such as excavation, concrete work, masonry, paving, and carriage of materials, with an estimated bid value of 36,657,000 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 (26)
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — Qty: 2938.5 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 168.72 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 1379.83 Cum
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 18.35 Sqm
- Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. — Qty: 1187.64 Sqm
- Columns, piers, abutments, pillars, posts and struts — Qty: 72 Sqm
- Suspended floors, roofs, landings, balconies and access platforms — Qty: 67.68 Sqm
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 323.26 Cum
- Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 upto plinth level and curing complete with: Cement mortar 1:6 — Qty: 367.35 Cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 — Qty: 18.57 Cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars — Qty: 2229.12 Kg
- 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: 1875 Cum
- Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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 W.B.M. @ 0.75 Kg/sqm. — Qty: 9375 Sqm
- On bitumen surface @ 0.50 Kg/sqm. — Qty: 9375 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-10 @ 3.5% — Qty: 468.75 Cum
- 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stonechippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. — Qty: 9375 Sqm
- 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. — Qty: 9375 Sqm
- Dumping of stone in Horizontal on level including the cost of stone complete job. — Qty: 180 Cum
- Filling of stone in wire crate including the cost of stone and wire crate complete job. — Qty: 864 Cum
- Restoration of rain cuts, damage road surface patches by way of supplying & filling RBM in layers not exceeding 20cm in depth rolling each layer with power load roller including carriage from source to site including unloading stacking, laying watering dressing etc complete job. — Qty: 960 Cum
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