Construction of road from Peer Kanju to Thandi Kassi including link road to Chawa. ( Balance work)
PWD Jammu · Rajouri, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹99.5L
- EMD: ₹2.0L
- Published: 24 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Department: PWD
- Office: Rajouri Circle
Description
Construction of road from Peer Kanju to Thandi Kassi including link road to Chawa. ( Balance work)
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
New to these terms? Read how tender eligibility criteria work.
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: 851 Cum
- Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. — Qty: 45 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: 100.88 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: 82.41 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 — Qty: 159.62 Cum
- Providing and laying of 80mm thick factory made cement concrete interlocking paver block of M-30 grade — Qty: 515 Sqm
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 44.34 Cum
- Stone filling hand packed in horizontal level including the cost of the stone — Qty: 55 Cum
- Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete foundations, footings, bases of columns — Qty: 303.51 Sqm
- Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string course fillets, kerbs and steps etc. — Qty: 217.97 Sqm
- Cement concrete flooring 1:2:4 finished with a floating coat of neat cement including cement slurry and curing complete, 50 mm thick with 20mm nominal size stone aggregate — Qty: 8.64 Sqm
- Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. — Qty: 22.5 Rmtr
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. — Qty: 228.75 Cum
- Hand-packing stones in wire-crates including the cost of stones & the cost of crates excluding carriage — Qty: 135 Cum
- Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. — Qty: 4125 Sqm
- Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on B17 prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. — Qty: 618.75 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: 489.75 Cum
- 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: 206.25 Cum
- Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge Bituminous road — Qty: 315 Sqm
- 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. — Qty: 4125 Sqm
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