Construction work of Godown-office work belonging to Khairalibunga SSS Ltd., Nainital
Uttarakhand Awas Avam Nirman Sahkari Sangh Ltd. · Khairalibunga, Nainital, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹27.4L
- EMD: ₹55K
- Published: 04 Nov 2026
- Closing date: 19 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:43 UTC
- Office: Kashipur
Description
Construction of a godown at Khairalibunga Sadhan Sahakari Samiti Ltd. in Nainital district. Tender rates are to be quoted as a percentage. Completion period is 06 Month and tender validity is 60 Days. EMD of Rs. 55,000 is required.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Registration Certificate, Income tax (PAN) certificate, GST Registration Certificate, Rs. 100 Non-judicial stamp paper with Rs. 1 revenue ticket, duly signed, F.D.R. for Rs. 55,000, Demand Draft for tender cost of Rs. 2,360, Bid Security Declaration
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Commercial terms
- Bid type: Percentage
- Evaluation: Financial bid of qualified bidder/firm in technical bid will be opened
- Make in India (MII): No
- MSE preference: No
Line items (34)
- 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. — Qty: 42.81 cum
- 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 9.14 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 7.12 cum
- Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 2.7 cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). — Qty: 23.09 cum
- 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: 31 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete — Qty: 37.27 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 38.92 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 70.79 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform — Qty: 101.09 sqm
- 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: 10.72 cum
- 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: 28.04 cum
- 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: 5.57 sqm
- 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. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate — Qty: 58.2 sqm
- 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine — Qty: 17.62 sqm
- 12 mm cement plaster: 1:6 (1 cement : 6 fine sand) — Qty: 351.13 sqm
- Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. — Qty: 3.75 sqm
- Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. — Qty: 16.8 sqm
- Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces — Qty: 16.21 sqm
- Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding — Qty: 208.25 kg
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