CONSTRUCTION OF ROAD FROM KANTHPORA TO AHANGER MOHALLA POTOSHAI UPTO OLD DAK BANGLOW
Chief Engineer North Kashmir · Lolab, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹58.8L
- EMD: ₹1.2L
- Published: 25 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Department: Public Works Department
- Office: Lolab Division
Description
Construction of a road from Kanthpora to Ahanger Mohalla Potushai up to the old Dak Banglow, including earthwork, stone soling, cement concrete work, surface dressing, bituminous courses, RCC pipes, and related civil works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (15)
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — Qty: 47.25 Cum
- Providing and laying of stone soling (Hand Packed) including ramming, dressing and watering all complete.(Incl. all sorts of carriage) — Qty: 12.6 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal) crushed aggregate. Incl all carriage — Qty: 9.45 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed aggregate incl all carriage — Qty: 141.75 Cum
- Centring and shuttering including strutting, propping etc and removal of form work Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc — Qty: 315 Sqm
- Surface dressing of ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m — Qty: 1650 Sqm
- Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : — Qty: 606 Cum
- Supply and filling Nallah Muck in 15 cm layers including ramming, dressing, watering and consolidation with power road roller 8-10 ton capacity all inclusive of leads , lifts ,loading, unloading and carriage of material from source to site of work complete job. — Qty: 273.75 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: 301.125 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: 4015 Sqm
- P/L 50 mm thick compacted bituminous macadam base course with stone aggregate of quality size & grading as specified in MOST specifications & straight run bitumen of VG-10 grade @ 3.3 % by weight of the mix including hot mixing of stone aggrgate & bitumen in HMP ,transporting & laying mixed material with paver finisher to the required line & grade, rolling with road roller of 8 t0 10 ton capacity to achieve the required compaction & density incl cost & carriage of all materials upto the site of work complete. — Qty: 200.75 Cum
- P/L 25 mm thick compacted semi dense bituminous concrete using crushed aggregate as specified in MOST specifications & straight run bitumen of VG-10 grade @ 5 % by weight of the mix including hot mixing of stone aggrgate & bitumen in HMP ,transporting & laying mixed material with paver finisher to the required line & grade, rolling with road roller of 8 t0 10 ton capacity to achieve the required compaction & density incl cost & carriage of all materials upto the site of work complete. — Qty: 4015 Sqm
- P/L 6 mm thick compacted seal coat of premixed fine aggregate (passing 2.36 mm retained on 180 micron sieve) as specified in MOST specifications & straight run bitumen of VG-10 grade @ 128kg by weight of the mix (0.768 kg of btumen/sqm & 0.6 cum of fine aggregate /100 sqm) of road surface including ,transporting & laying mixed material with paver finisher to the required line & grade, rolling with road roller of 8 to10 ton capacity to achieve the required compaction & density incl cost & carriage of all materials upto the site of work complete. — Qty: 4015 sqm
- Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In charge i. 300mm dia — Qty: 29.28 RM
- Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In charge i. 450mm dia — Qty: 9.76 RM
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