Construction of Footbridge at Chareel Nallah near house of Mohd Amin Parray, Chareel under Enhanced allocation District Capex-Untied Grants scheme for the year 2026-27
PWD · Banihal, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹36.4L
- EMD: ₹73K
- Published: 27 Oct 2026
- Closing date: 09 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 05:22 UTC
- Department: Public Works Department (Roads and Buildings)
- Office: PWD (R&B) Division Banihal
Description
Construction of a footbridge at Chareel Nallah near the house of Mohd Amin Parray, Chareel. The BOQ includes earthwork, concrete, masonry, reinforcement and structural steel, bearings, painting, wearing course and material carriage. Estimated value is Rs. 36.43 lakh and completion time is 06 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 (25)
- Earth work in bulk excavation by manual means 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: 128.4 Cum
- Providing and Laying of Broken stones under the foundation including all carriage — Qty: 7.04 Cum
- Stack filling of stones — Qty: 39.34 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) m-10 — Qty: 0.48 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 30% boulders (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) m-10 — Qty: 6.76 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 40 mm nominal size) m-10 — Qty: 3.52 Cum
- M-30 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve wor kability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) RS 98.80 EXTRA Below Plinth Level — Qty: 46.98 Cum
- M-30 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve wor kability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) RS 98.80 EXTRA Above Plinth Level — Qty: 19.21 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. — Qty: 26.28 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. — Qty: 67.2 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. — Qty: 23.56 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. — Qty: 116 sqm
- Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) — Qty: 9.73 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 11.39 Cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. All works above plinth level upto floor V level — Qty: 6353.35 kg
- Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded — Qty: 11850 kg
- Providing and Fixing Rain Water Outlet and Khurrah — Qty: 4.8 No.
- Providing / placing in position with all requirements PTFE / Pot bearing approval make and Design for all direction rotations. 250 x 400 x 50 — Qty: 3.2 No.
- Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work — Qty: 115.2 sqm
- Providing & laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker & laid to required level and slope, including providing antiskid surface with bitumen pre-coated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm& at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (considering bitumen using 10.2% as per MORTH specification) 40mm thick — Qty: 28.8 sqm
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