Construction work for extension of Control Room Building at Gourhati 33/11 kV sub-station under Arambagh Division, WBSEDCL

WEST BENGAL STATE ELECTRICITY DISTRIBUTION COMPANY LTD. · Gourhati, Hooghly, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹11.6L
EMD: ₹23K
Published: 13 Oct 2026
Closing date: 03 Nov 2026
Status: open
Status as of: 22 Oct 2026 03:43 UTC
Department: WEST BENGAL STATE ELECTRICITY DISTRIBUTION CO. LTD
Office: Hooghly Regional Office

Description

Construction work for extension of the Control Room Building, equipment foundations and ancillary works for capacity augmentation at Gourhati 33/11 kV sub-station under Arambagh Division, WBSEDCL, Hooghly district.

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 (113)

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 trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. — Qty: 60 CUM
(b) Depth of excavation exceeding 1,500 mm and up to 3000mm but not requiring shoring. — Qty: 20 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)(a) With earth obtained from excavation of foundation. — Qty: 30 CUM
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) — Qty: 30 CUM
(a) Depth upto 1.5 m. — Qty: 5 SQM
(b) For additional depth beyond 1.5 m. and upto 3.00 m — Qty: 5 SQM
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. — Qty: 20 SQM
Cement concrete with graded stone ballast (40 mm size excluding shuttering). In ground floor and foundation.(A) Pakur Variety. (a) 6:3:1 proportion — Qty: 4 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.a) Pakur Variety i) In ground floor and foundation. — Qty: 35 CUM
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm.nominalsize) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. a) Pakur Variety. i) In ground floor and foundation. — Qty: 4 CUM
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur variety — Qty: 2 CUM
Artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted) with ordinary cement.Using grey cement. (i) 35 mm. thick (In ground floor only) — Qty: 10 SQM
Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.) — Qty: 36 SQM
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bennding to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.Mild steel/ Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL i)Ground floor — Qty: 3 MT
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth — Qty: 8 CUM
(b) In superstructure, ground floor — Qty: 10 CUM
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. — Qty: 20 SQM
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface.] (A) With 1:6 cement mortar (i) In ground floor (15 mm thick plaster) — Qty: 250 SQM
(ii) In ground floor (20 mm. thick plaster) — Qty: 65 SQM
(B) With 1:4 cement mortar (i) In ground floor (10 mm. thick plaster) — Qty: 75 SQM

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