Re-Construction of Damage 50m Span Motorable bridge at Chowki to Langer (Mohra Grawari).
PWD · Rajouri, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.5Cr
- EMD: ₹7.0L
- Published: 23 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 04:59 UTC
- Department: PWD (R&B)
- Office: Office of Superintending Engineer PWD (R&B) Circle Rajouri
Description
Reconstruction of a damaged 50 m span motorable bridge at Chowki to Langer (Mohra Grawari), including design and construction of the substructure and superstructure, foundation, approach works, and associated road and drainage works. Advertised cost is Rs. 3,52,40,000 and the completion time is 6 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 (35)
- 2 — Qty: 3 4
- Design and Construction of sub structure and super structure of 50 Mtr span (centre to centre) motorable bridge having clear carriageway width of 4.25 Mtr and foot path (1.20m wide) on both side with railing comprising of all components of the bridge i.e. Deep Foundation / Foudation, Abutments, Abutment caps, deck slabs, return/wing walls, approach slab i.e. providing and fixing of appropriate bearings, steel railings, painting of bridge including trench excavation for bridge foundation, dewarting etc. The design of the bridge should be vetted from DIQC/ IIT/ NIT and approved by competent authority. Latest version to be followed in design and soil investigation, sub soil investigation & exploration with all tests and design calculation (complete job) — Qty: 50 Rmt
- 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 70%, ordinary rock 20% & hard rock blasting Prohibited 10%) — Qty: 2946 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: 2799 Cum
- Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. — Qty: 625 Cum
- 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 excavated earth as directed, within a lead of 50 metres: (All kinds of soil 70%, ordinary rock 20% & hard roc blasting Prohibited 10%) — Qty: 595 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) — Qty: 82 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: 441 Cum
- Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 141 Cum
- Foundations, footings, bases of columns etc. for mass concrete — Qty: 1388 Sqm
- Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. — Qty: 403 Sqm
- Stone filling hand packed including cost of stones in Horizontal on level — Qty: 103 Cum
- Providing and laying drain flooring / coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete — Qty: 156 Sqm
- Hand-packing stones in wire-crates; excluding cost of crates but including cost of stones — Qty: 35 Cum
- Provding and laying B.A wire knitted crates of size 6.0m x 1.5m x 1.5m with mesh size 150mm x 150mm including B.A wire 4mm dia including carriage upto actual site of work — Qty: 4 No.
- Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade — Qty: 1650 Sqm
- 63 mm to 45mm — Qty: 248 Cum
- 53 mm to 22.4 mm — Qty: 124 Cum
- 13.2 mm nominal size (Type A) — Qty: 38 Cum
- 11.2 mm nominal size (Type B) — Qty: 28 Cum
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