Construction of rear side Boundary wall at FSD Imalia Bulandshahar
Food Corporation of India · Bulandshahar, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹13.5L
- EMD: ₹27K
- Published: 02 Nov 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 07 Nov 2026 02:43 UTC
- Ministry: Ministry of Consumer Affairs, Food and Public Distribution
- Department: Food Corporation of India
- Office: Engineering Division, Regional Office, Uttar Pradesh
Description
Construction of a rear-side boundary wall at FSD Imalia, Bulandshahar. The work includes dismantling and earthwork, concrete and brickwork, reinforcement, plastering, painting, barbed-wire fencing and disposal of waste. Estimated cost is Rs. 13,47,997 and completion time is 90 days.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Valid contractor registration of appropriate class/value
- Documents required: Proof of NEFT/RTGS payment for Earnest Money Deposit, Valid registration certificate of appropriate value from an eligible organization, Partnership registration certificate, company incorporation certificate, or proprietary firm affidavit, as applicable, Power of attorney and other documents required under the General Rules and Directions, Work experience/completion certificates meeting the tender requirements, Signed Tender Acceptance Letter on firm/company letterhead, PAN Card, Goods and Services Tax registration certificate, Financial turnover certificate for the previous three years issued by a Chartered Accountant with UDIN, Completed price bid schedule in the prescribed BOQ format
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Commercial terms
- Bid type: Two Bid System
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (26)
- Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. — Qty: 52.5 Kg
- Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar — Qty: 41.5 cum
- Removing mortar from bricks and cleaning bricks including stacking within 50 m (stacking of cleaned bricks shall be measured). In cement mortar. — Qty: 8200.4 1000 nos
- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. — Qty: 58 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 6 cum
- Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete — Qty: 46 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 82.5 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 37.5 sqm
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 17.5 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 etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 1.5 cum
- Brick work with old available brick in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 16.6 cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 15.5 cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 19.5 cum
- Centering and shuttering including strutting, propping etc. and removal of form for Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. — Qty: 21 sqm
- 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, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 2.5 cum
- Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. — Qty: 78.75 kg
- Providing, stretching and fixing GI barbed wire in ten horizontal and four diagonals between MS angle posts including stretching with GI binding wire thickness not less than 18 gauge or canips etc complete with GI barbed wire not less than 9.8 kg / 100 m . — Qty: 81.5 mtr
- Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. — Qty: 24 cum
- Steel reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 2259.5 kg
- 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) — Qty: 214.345 sqm
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