Provision of static water tank (4.0mx3.0mx 5.0 m) in each FSD (FSD Chandpur road, FSD Imalia, FSD Shyam Nagar, FSD Khurja) Under DO: Bulandshahar
Food Corporation of India · Bulandshahar, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹26.6L
- EMD: ₹53K
- Published: 31 Oct 2026
- Closing date: 12 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 01:29 UTC
- Ministry: Ministry of Consumer Affairs, Food and Public Distribution
- Department: Food Corporation of India
- Office: Regional Office, Uttar Pradesh, Engineering Division
Description
Construction of static water tanks measuring 4.0 m x 3.0 m x 5.0 m at four Food Storage Depots in Bulandshahar district. The work includes excavation, concrete and reinforced concrete work, shuttering, reinforcement, plastering, plinth protection, waste disposal and precast RCC drain covers. Estimated cost is Rs. 26,61,189; completion period is 120 days.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: NEFT/RTGS payment instrument 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, with power of attorney and other required documents, Work experience/completion certificates meeting the tender notice 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 (14)
- Earth work in excavation by mechanical means (hydraulic excavator) / manual means over area ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth 50 m and all lift up to 1.5 disposed earth soil to be levelled and neatly dressed . All kinds of soil. — Qty: 364 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level , 1:4:8 ( 1 cement :4 coarse sand :8 graded stone aggregate of 40 mm nominal size)derived from natual sources — Qty: 8 cum
- 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 de rived from natural sources) — Qty: 58.4 cum
- Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete — Qty: 13.8 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. — Qty: 584 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform — Qty: 50.2 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide — Qty: 70.4 Mtr
- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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: 9.7 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: 10691.7 Kg
- Cement plaster 1:3 ( 1cement:3 coarse sand) finished with a floating coat of neat cememnt . 12 mm cement plaster. — Qty: 328 sqm
- Filling available excavated earth (excluding rock) in trenches sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering lead up to 50 mtr and for all lift. — Qty: 13 cum
- Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. — Qty: 22.1 sqm
- Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. — Qty: 350 cum
- Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. — Qty: 1.7 sqm
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