Construction of Additional Class Room at Berubari Tapasili Free HS under Sadar West Block,Dist- Jalpaiguri

PASCHIM BANGA SARVA SHIKSHA MISSION · West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹22.7L
EMD: ₹45K
Published: 05 Oct 2026
Closing date: 28 Oct 2026
Status: open
Status as of: 06 Oct 2026 07:27 UTC
Department: DEPARTMENT OF SCHOOL EDUCATION
Office: SSM - JALPAIGURI

Description

Construction of an additional classroom at Berubari Tapasili Free HS, Sadar West Block, Jalpaiguri, including earthwork, concrete, brickwork, plastering, flooring, painting, and furniture.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Open Tender
Evaluation: Percentage
Make in India (MII): No
MSE preference: No

Line items (42)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. — Qty: 48.5 Cum
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 and for all lift. — Qty: 16.5 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 36.5 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 8 Sq.M
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: 0.54 Cu.M
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: 3.2 Cu.M
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re design the mix or bear the cost of extra cement.All works upto plinth level :Concrete of M25 grade with minimum cement content of 300 kg /cum — Qty: 19 Cu.M
All works above plinth and upto floor V level Concrete of M25 grade with minimum cement content of 300 kg /cum — Qty: 15 Cu.M
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: 2435.37 Kg
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 2569.95 Kg
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 7.8 Sq.M
Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 67.56 Sq.M
Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 31.46 Sq.M
Suspended floors, roofs, landings, balconies and access platform — Qty: 23.67 Sq.M
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: 5.71 Cu.M
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: 15.5 Cu.M
Half brick masonry 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 Cement mortar 1:4 (1 cement :4 coarse sand) — Qty: 9.5 Sq.M
Cement Plaster (In Fine sand) 20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) — Qty: 132.77 Sq.M
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) — Qty: 96 Sq.M
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) — Qty: 11 Sq.M

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