Side Development work of UCF building, Halduchaur, Nainital

Uttarakhand Awas Evam Nirman Sahkari Sangh Ltd. · Halduchaur, Nainital, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.2Cr
EMD: ₹2.5L
Published: 04 Nov 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:43 UTC
Office: Kashipur

Description

Site development work at the administrative building of UCF (Soybean) in Haldūchaur, Nainital. The work includes civil construction, landscaping and planting, and associated piping and valves. Tender is restricted to contractors registered with Uttarakhand Awas Evam Nirman Sahkari Sangh Ltd. and requires an A-class building-work contractor. Completion period is 12 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Registration Certificate, Income tax certificate / PAN, GST Registration Certificate, Rs. 100 non-judicial stamp paper with Rs. 1 revenue ticket, duly signed, FDR for EMD of Rs. 2,46,000, pledged in favor of the Managing Director, Demand Draft for tender cost of Rs. 4,720, 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 (88)

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). — Qty: 9 Cu M
Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. — Qty: 137.59 Sq M
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). — Qty: 114.66 Sq M
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: 98.5 Cu M
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) — Qty: 17.45 Cu M
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 15.97 Cu M
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 22.51 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: 3020.68 Kg
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 149.11 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 146.83 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 183.54 Sq 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 1:4 (1 cement : 4 coarse sand) — Qty: 109.6 Cu M
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) - OUTER PLASTER — Qty: 954 Sq M
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 water thinnable priming coat with cement primer — Qty: 954 Sq M
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 50 mm thick — Qty: 311.04 Sq M
Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). — Qty: 734.3 Kg
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). — Qty: 75.6 Cu M
Rough dressing the trenched ground including breaking clods. — Qty: 126 Sq M
Fine dressing of the ground. — Qty: 126 Sq M
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge — Qty: 75.6 Cu M

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