SCMF/MD/ENG/NIT-25/2026-27

BENFED - THE WEST BENGAL STATE CO-OPERATIVE MARKETING FEDERATION LIMITED · Dakshin Dinajpur, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹11.0Cr
EMD: ₹21.9L
Published: 13 Oct 2026
Closing date: 02 Nov 2026
Status: open
Status as of: 20 Oct 2026 03:07 UTC

Description

Construction of a 6000 MT cold storage at Salash SKUS Ltd., Dakshin Dinajpur, under RIDF XXXI. Civil works only; wooden challie and lacing wire work are excluded.

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 (389)

Cold Storage 6000 Mt. (1 No.) Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm. — Qty: 3533 Cum
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. — Qty: 1010 Cum
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation — Qty: 3357.22 Cum
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-incharge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) Depth upto 1.5 m. — Qty: 471.9 Sqm
Treatment to the back filling of RCC foundation with chemicalemulsion by admixing imidacloprid emulsifiable conecret (160ml in 75 litres) with water at the rate of 7.5 ltr. Per sq.m of the vertical surface of the substructure of each side of the foundation. The worrk shall be carried out as per specification as described in para 7.3.1 of code IS-6313 (part-II) 2013 (Mode of measurement will be per sq.m of vertical area of foundation treated) — Qty: 223.12 sqm.
Antitermte treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing Imidaclopride emulsifiable concentrates (105ml in 50 litres) with water at the rate of 5 Litres per sq.m of the surface before sand bed or sub grade is laid. Hole upto 50mm. to 75mm. deep at 150mm. centre to centre both ways shall be made with 12mm diaetre mild steel rod on the surface to facilate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in 7.2.3 of code IS-6313 (part-II) 2013. (Mode of measurment will be plan area of plinth treated.) — Qty: 2367.26 Sqm
Filling in foundation or plinth by Fine sand in layers not exceeding 150 mm as directed and consolidating same by through saturation with water ramming complete, including the cost of supply of sand — Qty: 1147.55 Cum
Brick soling with picked jhama bricks including preparetion of bed as necessary with joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling(thickness 75mm.) — Qty: 5196 Sqm
25mm thk Damp Proof Course with cement concrete (1:1.5:3) (with graded stone aggregate 10mm normal size) & painting the top suface with a coat of bitumen [ VG 40] using 1.7kg. Per Sqm. Including heating the bitumen & cost & carriage of all materials complete. [ Bitumen to be supplied by the Agency]. Foundation, basement all floor, Roof & above — Qty: 98 Sqm
Supplying & laying Polythene sheet (150gm/sqm.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. All floor, Roof & above — Qty: 4988 Sqm
Cement concrete with graded stone ballast (40 mm. size excluding shuttering) In ground floor 1:3:6 proprtion. With N.B. Variety stone metal — Qty: 669 Cum
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety Ground — Qty: 6.57 Cum
1st Floor — Qty: 5.33 Cum
2nd Floor — Qty: 5.33 Cum
3rd Floor — Qty: 5.33 Cum
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety Ground — Qty: 1385.8 Cum
1st Floor — Qty: 345.69 Cum
2nd Floor — Qty: 257.85 Cum
3rd Floor — Qty: 383.51 Cum
Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. 25 mm to 30 mm shuttering without staging in foundation — Qty: 925.52 Sqm

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