CONSTRUCTION OF ROAD FROM BUS STAND UKHRAL TO RAHOON TOP UNDER NABARD XXVIII BY WAY OF COMPLETION OF BALANCE WORK.
PWD · Banihal, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.9Cr
- EMD: ₹5.9L
- Published: 27 Oct 2026
- Closing date: 09 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 05:23 UTC
- Department: Public Works Department (PWD)
- Office: Executive Engineer, PWD R&B Division Banihal
Description
Construction of the balance work for the road from Bus Stand Ukhral to Rahoon Top under NABARD XXVIII, including earthwork, concrete and masonry, road surfacing, signage, material carriage, and maintenance. Estimated cost is Rs. 294.49 lakh; completion period is 12 months.
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 (29)
- 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: 2065.31 Cum
- 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 : Ordinary Rock — Qty: 1032.65 cum
- 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 : Hard Rock — Qty: 344.21 Cum
- Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All Kinds of Soil — Qty: 1104 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: 184 Cum
- Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone agg.)finished with a floating coat of neatcement including cement slurry, but excluding the cost nosing of steps etc complete.50 thick with 20 mm nominal size stone agg — Qty: 720 Sqm
- Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters,columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor level, including curing butexcluding the cost of centering, shuttering and finishing with. 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 507.6 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: without Bond Stone Nallah — Qty: 81 Cum
- Supply and stacking at Site Graded Crushed Stone aggregate of size 63 mm to 45 mm — Qty: 562.5 Cum
- Supply and stacking at Site Graded Crushed Stone aggregate of size 53 to 22.4mm — Qty: 1125 Cum
- Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density — Qty: 1687.5 Cum
- Supply and stacking at Site Stone Screening of size 11.20/13.20 mm nominal size (type A) — Qty: 576.67 Cum
- Supplying and stacking Good earth at Site — Qty: 167.08 Cum
- Supplying and stacking Crusher site — Qty: 90 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: 15000 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% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacity. — Qty: 750 Cum
- 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings 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. including carriage & Bearm dressing — Qty: 15000 Sqm
- Providing and laying seal coat of premixed fine aggregate passing 2.36 mm and retained on 180 microns saiwe 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: 15000 sqm
- Providing and fixing Citizen Information Board — Qty: 2 each
- Providing and fixing Road Sinages — Qty: 20 each
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