Construction of 70 mtr span (actual 100 mtr at site) motorable bridge including approach road from Dandani to Thichka via Owain
Chief Engineer PWD (R&B) Department, Pir Panjal Zone · Nowshera, Rajouri, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹15.7Cr
- EMD: ₹31.5L
- Published: 29 Oct 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 02:41 UTC
- Department: PWD (R&B) Department
- Office: Office of the Chief Engineer PWD (R&B) Department, Pir Panjal Zone
Description
Construction of a motorable bridge with approach road from Dandani to Thichka via Owain. The advertised cost is Rs. 1574.00 lacs and the time limit for completion is 36 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 (48)
- 2 — Qty: 3 4
- 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 60%, ordinary rock 20% & hard rock ( 20%) — Qty: 60432 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: 224 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 60%, ordinary rock 20% & hard rock ( 20%) — Qty: 4720 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: 666 Cum
- All works above plinth level upto floor V level — Qty: 802 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) — Qty: 42 Cum
- Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Cement content considered in M-30 is @ 340 kg/cum — Qty: 802 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: 4032 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: 1740 Cum
- Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 6 Cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 15 Cum
- Provoding and fixing Steel Rock and Roller bearing as per design and drawing — Qty: 4 No
- Supply and filling of Nallah Muck or Second Class quarry stones as filter media behind abuts etc. including proper consolidaion and all other carriage complete — Qty: 252 Cum
- Providing and laying damp-proof Course 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: 696 Sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars — Qty: 101944 Kg
- Foundations, footings, bases of columns etc. for mass concrete — Qty: 10653 Sqm
- Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. — Qty: 4705 Sqm
- Suspended floors, roofs, landings, balconies and access platforms — Qty: 515 Sqm
- Columns, pillars, piers, abutments, posts and struts. — Qty: 407 Sqm
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