Provision of rain water harvesting at FSD Shyam Nagar (02 nos), FSD Chandpur Road, FSD Imalia (01 no) under DO Bulandshahar

Food Corporation of India · Bulandshahar, Uttar Pradesh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹35.1L
EMD: ₹70K
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, Engineering Division
Office: Regional Office, Uttar Pradesh, Lucknow

Description

Works tender for provision of rain water harvesting at FSD Shyam Nagar (2 units), FSD Chandpur Road and FSD Imalia (1 unit) under DO Bulandshahar. Estimated cost is Rs. 35,07,892, EMD is Rs. 70,160, and completion time is 120 days.

Eligibility & requirements

Past performance: 80%
Startup relaxation: No
MSE relaxation: No
Certifications: Appropriate class contractor registration with CPWD, State PWD, MES, Railways, or a Central/State Government public sector undertaking/enterprise
Documents required: Original payment instrument of NEFT/RTGS for Earnest Money Deposit, Valid registration certificate of appropriate value issued by an eligible organization, Partnership registration certificate, company incorporation certificate, or proprietary firm affidavit, as applicable, with power of attorney and other required documents, Experience/work 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 and bearing the auditor/CA UDIN, Completed price bid schedule in the prescribed BOQ template

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Commercial terms

Bid type: Online Percentage rate Tenders under Two Bid System
Evaluation: Percentage rate tender; technical qualification followed by opening of price bids
Make in India (MII): No
MSE preference: No

Line items (23)

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: 684 cum
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 up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m. All kinds of soil. — Qty: 51 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) — Qty: 45 cum
Brick work with common burnt clay FPS (non modular) bricks in foundation and plinth in: Cement Mortar 1:4 (1cement : 4 coarse sand) — Qty: 143 cum
15 mm cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement onthe rough side of single half brick wall. — Qty: 43 sqm
Cement plaster 1:3 ( 1cement:3 coarse sand) finished with a floating coat of neat cement . 12 mm cement plaster. — Qty: 419 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 lift up to 1.5 m. — Qty: 119 cum
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works — Qty: 3000 Kg
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20 mm nominal size stone aggregate — Qty: 72 sqm
Boring/drilling bore well of required data for casing/stainer pipe by suitable method prescribed in IS:2800(part-I) including collecting sample from different strata,preparing and submitting strata chart/bore log, including hire & running charge of all equipments, tools,plants & machines required for the job , all complete as per direction of engineer-in-charge up to 90 meter depth below ground level. All types of soil. 300 mm dia. — Qty: 240 Mtr
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. — Qty: 80 Hrs
Supply,assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM )pipes ofrequired dia, confirming to IS,12818 including required hire and labour charges, fittings & accessories etc all complete for all depths as per direction if Engineer -in-Charge. 200 mm dia. — Qty: 160 Mtr
Supply,assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs confirming to IS,12818 including required hire and labour charges, fittings & accessories etc all complete for all depths as per direction if Engineer -in-Charge. 200 mm dia. — Qty: 160 Mtr
Supplying , filling, spreading & leveling, stone boulders of size range 5 cm to 20 cm, in recharge pit , in the required thickness for all leads & lifts, all complete as per direction of engineer -in-charge. — Qty: 43 cum
Supplying , filling, spreading & leveling, gravels of size range 5 mm to 10 mm, in recharge pit , over the existing layer of boulders in the required thickness for all leads & lifts, all complete as per direction of engineer -in-charge. — Qty: 43 cum
Supplying , filling, spreading & leveling, coarse sand of size range 1.5 mm to 2.0 mm, in recharge pit , over the gravel layer in the required thickness for all leads & lifts, all complete as per direction of engineer -in-charge. — Qty: 22 cum
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse in grading & size as per actual requirements complete as per direction of engineer -in-charge. — Qty: 13 cum
Providing and fixing suitable size threaded mild steel CAP or spot spot welded plate to the top of bore well housing/casing pipes removable as per requirement, all complete for bore well 200 mm dia. — Qty: 4 each
Providing and fixing MS clamp of required dia to the top of casing / housing pipes of bore well as per IS: 2800 (partI) , including necessary bolts & nuts of required size complete 200 mm dia. — Qty: 4 each
Providing and laying factory made perforated drains cover having concrete of strength not less than M- 25, of size 1000mmx450mmx50mm, reinforced with 8 mm dia four nos longitudnal & 9 nos cross sectional TMT hoop bars, including providing 50 mm dia perforations @ 100 to 125 nn c/c including providing edge binding with MS flats 50 mm x 1.6 mm complet as per direction of engineer-in-charge. — Qty: 120 each

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