Construction of Twin Badminton Court at Freedom Fighter Captain Karam Chand Stadium, Chuna Bhatta Banbasa, Distt. Champawat
UJVN Limited · Banbasa, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.5Cr
- EMD: ₹3.8L
- Published: 30 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:13 UTC
- Department: Civil
- Office: Office of Executive Engineer (Civil), Sharda Power House, Lohiahead, Khatima
Description
Construction of a twin badminton court at Freedom Fighter Captain Karam Chand Stadium, Chuna Bhatta, Banbasa, District Champawat. The work includes civil construction and associated finishes, roofing, and badminton sports flooring. Estimated cost is Rs. 1,50,19,923 including GST, with a completion period of 12 months.
Eligibility & requirements
- Past performance: 80%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Chartered Accountant certificates must bear UDIN
- Documents required: Documents defining constitution or legal status, place of registration, and principal place of business, Council of Architecture Registration Certificate, Power of attorney of the signatory of the Tender, Total monetary value of works performed for each of the last seven financial years, Details and certificates of similar works completed during the last seven financial years, Details of works in progress or contractually committed, Evidence of ownership or arrangement for major equipment, Details of manpower resources, Balance sheets and Profit & Loss statements certified by a Chartered Accountant for the past five years, with auditor's reports, Information regarding litigation or arbitration during the last five years, Bid capacity information, ITR of the last five years, Annual Reports (Balance Sheet and Profit & Loss account with notes of accounts) for the last five years, certified by a Chartered Accountant with UDIN, Earnest money in the desired form, Tender cost in the form of Demand Draft, Non-judicial stamp paper of Rs. 100 with signed Form of Declaration
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Commercial terms
- Bid type: Single Stage two bid systems i.e “Techno-commercial Bid and Financial/Price Bid”
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (83)
- 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 (DSR Item No 2.8.1 ) — Qty: 111 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.(DSR Item No 2.25 ) — Qty: 80 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR Item No 4.1.8 ) — Qty: 56 Cum
- Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level (DSR item No.5.33.1.1) — Qty: 31 Cum
- Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works above plinth level upto floor V level (DSR item No.5.33.2.1) — Qty: 20 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.(DSR item No.5.9.1) — Qty: 54 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers..(DSR item No.5.9.5) — Qty: 66 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts(DSR item No.5.9.6) — Qty: 141 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)(DSR item No.6.1.2) — Qty: 6 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) (DSR Item No 6.4.2 ) — Qty: 50 Cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR Item No 5.22.1 ) — Qty: 4004 Kg
- 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand). (DSR Item No 13.1.2 ) — Qty: 441 Sqm
- Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete(DSR Item No 11.37) — Qty: 5 Sqm
- Providing and fixing Ist quality ceramic glazed wall 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.(DSR Item No 8.31) — Qty: 19 Sqm
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 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) (DSR Item No 4.1.3 ) — Qty: 62 Cum
- Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge.Profle B Fixing with adjustable lugs with split end tail to each jamb.(DSR Item No. 10.14.1.1 ) — Qty: 46 Meter
- Providing and fixing 1mm 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.Using M.S. angels 40x40x6 mm for diagonal braces(DSR Item No. 10.5.1 ) — Qty: 17 Sqm
- Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(DSR Item No. 10.1 ) — Qty: 567 Kg
- Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (DSR Item No 13.80 ) — Qty: 441 Sqm
- Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer (DSR Item No. 13.41.1 ) — Qty: 238 Sqm
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