Construction of Double Storey Gym near Budha Park Ward No. 12 Kanvnagari Kotdwar

Municipal Corporation Kotdwar · Kotdwar, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹58.6L
EMD: ₹1.4L
Published: 29 Oct 2026
Closing date: 12 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:02 UTC
Department: Nagar Nigam Kotdwar
Office: Nagar Nigam Kotdwar

Description

Construction of a double-storey gym building near Buddha Park in Ward No. 12, Kanvnagari, Kotdwar. The estimated value is Rs. 5,858,000 and the EMD is Rs. 142,000. Bidders must be registered in Category A with the municipal corporation, submit required registrations and financial documents, and meet turnover and similar-work experience criteria.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: EPFO registration, ESI registration, GST registration, PAN
Documents required: Municipal Corporation Category A contractor registration certificate, Partnership deed, if applicable, Valid EPFO registration certificate, ESI certificate, Valid registration certificate, PAN card, GST registration, Signed general conditions of contract, EMD instrument (FDR/CDR/NSC) in favour of the Accounts Officer, Nagar Nigam Kotdwar, Notarized affidavit on Rs. 100 non-judicial stamp paper regarding authenticity of submitted certificates, no pending government department litigation, and not being blacklisted or having security deposit forfeited, Income tax returns for the previous three years, GST return for the previous year, Chartered Accountant-certified average annual turnover for the previous three years, Completion certificate for one similar construction work completed satisfactorily in any one of the previous three years, issued by a competent officer, Tender fee demand draft copy, Updated solvency certificate, status certificate, or CA-certified positive net worth certificate

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (84)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil — Qty: 14.78 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 18.02 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) — Qty: 28.36 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 62.17 Cum
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. Rcc footing of columan — Qty: 10336.71 kg
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 62.31 Sqm
Suspended floors, roofs, landings, balconies and access platform — Qty: 31.19 Sqm
Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 100.1 Sqm
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position & applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes — Qty: 1154.77 Kg
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture — Qty: 9.74 Sqm
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: 57.65 Cum
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6(1 cement:6 fine sand) — Qty: 282.98 Sqm
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) — Qty: 290.5 Sqm
Supply And Installation of HPL Pannel with Framing m.s. steel 40x40x2mm . — Qty: 23.18 Sqm
Supply and installation of PVC Word latter with light . — Qty: 2.97 Sqm
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 — Qty: 45 CUM
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. — Qty: 289.59 Sqm
Providingconcrete forplain/ reinforcedconcrete inopen foundations completeas per drawings and technical specifications Clause 802, 803, 1202 & 120 P.C.C. grade M 20, Nominal mix 1:2:4 (Hand mixed) — Qty: 0.83 CUM
Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment) — Qty: 75.99 Sqm
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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil — Qty: 88.52 Cum

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