CONSTRUCTION OF LINK ROAD SHEIKH MOHALLA KANTHPORA-B
Chief Engineer North Kashmir · Lolab, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹29.4L
- EMD: ₹59K
- Published: 25 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Department: PWD
- Office: Lolab Division
Description
Construction of link road Sheikh Mohalla Kanthpora-B including earthwork, stone soling, cement concrete work, bituminous courses, RCC pipes, and surface dressing as per specifications in Lolab, Kupwara district.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (14)
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — Qty: 12.38 Cum
- Providing and laying of stone soling (Hand Packed) — Qty: 3.3 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) — Qty: 2.48 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 — Qty: 37.1 Cum
- Centring and shuttering including strutting, propping etc and removal of form work Foundations, footings, bases of columns etc. for mass concrete. — Qty: 82.5 Sqm
- Surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m — Qty: 1171.5 Sqm
- 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 — Qty: 321.75 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 — Qty: 160.875 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: 2145 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 aggregate & bitumen in HMP, transporting & laying mixed material with paver finisher to the required line & grade, rolling with road roller of 8 to 10 ton capacity to achieve the required compaction & density incl cost & carriage of all materials upto the site of work — Qty: 107.25 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 aggregate & bitumen in HMP, transporting & laying mixed material with paver finisher to the required line & grade, rolling with road roller of 8 to 10 ton capacity to achieve the required compaction & density — Qty: 2145 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 bitumen/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 — Qty: 2145 sqm
- Providing and laying of RCC spun Pipes in proper position/grade including earth work in excavation and backfilling as cushioning, with all leads, lifts, loading, unloading, handling, re-handing from source to site — Qty: 14.64 RM
- Providing and laying of RCC spun Pipes in proper position/grade including earth work in excavation and backfilling as cushioning, with all leads, lifts, loading, unloading, handling, re-handing from source to site — Qty: 9.76 RM
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