Permanent Restoration of road from ujhan dhaki to ujhan bridge
PWD · Thanamandi, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹70.0L
- EMD: ₹1.4L
- Published: 30 Sep 2026
- Closing date: 21 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 07:29 UTC
- Department: Public Works Department
- Office: Office of the Executive Engineer (R&B) Division Thanamandi
Description
Tender for the permanent restoration of the road from Ujhan Dhaki to Ujhan Bridge in Thanamandi, including earthwork, concrete, masonry, stone filling, bituminous work, and material carriage.
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 (23)
- Earth work in excavation by mechanical means (hydraulic excavator) 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 earth within 50 m — Qty: 42.48 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(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) — Qty: 5.28 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 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 57.38 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 66.14 Cum
- Centering and Shuttering Foundations, footings, bases of columns — Qty: 72.95 Sqm
- Centering and Shuttering Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets etc. — Qty: 72.95 Sqm
- Stone filling hand packed in horizontal on level including cost of stones. — Qty: 36 Cum
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m — Qty: 18 Cum
- Hand packed stone filling in wire crates including cost of stones & crates — Qty: 25.92 Cum
- Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 8-10 tonne capacity roller, applying screening/binding material, watering and compacting to required density. Base course with 53mm to 22.4mm size. — Qty: 420.75 Cum
- Supplying and stacking at site Graded crushed stone aggregate 63mm to 45mm — Qty: 420.75 cum
- Supplying and stacking at site stone screening of size 11.2mm nominal size. — Qty: 92.56 Cum
- Supplying and stacking at site Good Earth — Qty: 33.66 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: 5610 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, and rolled to achieve proper density, 50-100 mm thickness with VG-10 bitumen @ 3.5%. — Qty: 280.5 cum
- Providing and laying seal coat of premixed fine aggregate with bitumen, including rolling and finishing, using 128 kg of VG-10 bitumen per cum of fine aggregate, covering 5610 sqm. — Qty: 5610 sqm
- 2.5 cm premix carpet surfacing with stone chippings and hot bitumen, including tack coat and consolidation, covering 5610 sqm. — Qty: 5610 sqm
- Drain/slip clearance in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. — Qty: 180 cum
- Carriage of material from source to site of work by mechanical transport including loading/unloading and stacking. — Qty: 29.62 cum
- Carriage of stone aggregate below 40mm for 15 km by M.T — Qty: 56.08 cum
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