Macadamization Interior Links at Pandoshan and Rai Kaprin at Rai - 0.7 Km, Tangpora and Braripora, IR Pahnoo
Chief Engineer South Kashmir, Pulwama-Shopian Circle, Shopian Division · Shopian, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹69.1L
- EMD: ₹1.4L
- Published: 28 Oct 2026
- Closing date: 11 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 02:32 UTC
- Department: Public Works Department
- Office: R&B Division Shopian
Description
Macadamization of interior road links at Pandoshan and Rai Kaprin at Rai, Tangpora and Braripora, IR Pahnoo. The work includes pipe laying, surface dressing, sub-base and base preparation, bituminous macadam, bituminous concrete and seal coat. Advertised cost is Rs. 69.134 lakh.
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 (9)
- Providing and laying of 300 mm dia MS Pipes 4mm thick in proper position/ grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes, RBM, loading, unloading complete. — Qty: 30 Rm
- Surface dressing of the 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 in -All kinds of soil. — Qty: 400 Sqm
- Supplying and filling of RBM/Khakh Bajri/Quarry Muck of specifed grading including sorting, watering and spreading in uniform layers on existing surface and consolidation with Vibrator Roller 8 to 10 tonne capacity to the required gradient and camber including all carriages to site of work including loading and unloading complete — Qty: 36 Cum
- Supplying and stacking, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) including all leads, lifts, loading, unloading carriage of all materials Complete — Qty: 33.75 Cum
- Providing, laying, spreading and compacting 75mm thick 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 including all leads, lifts, loading, unloading carriage of all materials Complete — Qty: 464.06 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 WMM/ WBM Surface @0.75Kgs/Sqm) including all leads, lifts, loading, unloading carriage of all materials Complete — Qty: 6187.5 Sqm
- Providing and laying 50 mm thick bituminous macadam with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum/ Batch Type Hot Mix Plant 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 including all leads, lifts, loading, unloading carriage of all materials Complete — Qty: 309.38 Cum
- Providing and laying semi- dense Bituminous concrete of 25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum /Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge including all leads, lifts, loading, unloading carriage of all materials Complete — Qty: 6187.5 Sqm
- Providing and laying 6mm thick 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 including all leads, lifts, loading, unloading carriage of all materials Complete. — Qty: 6187.5 Sqm
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