Construction of an access road and beautification work at the Dhaulinag Temple in District Bageshwar

Kumaun Mandal Vikas Nigam Ltd. (KMVN) · Bageshwar, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.2Cr
EMD: ₹2.7L
Published: 04 Nov 2026
Closing date: 18 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:48 UTC
Ministry: Tourism Department, Government of Uttarakhand
Department: Tourism Department
Office: Divisional Manager (GAS), KMVN Ltd., Nainital

Description

Construction of an access road and beautification work at Dhaulinag Temple, District Bageshwar. The work includes civil construction items such as earthwork, concrete, masonry, flooring, roofing, painting and site development. Tender fee is Rs. 4,720 and EMD of Rs. 2,68,000 is required as FDR. Completion period is 18 months and tender validity is 60 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Contractor registration certificate (Class A in civil works; registration with the corporation for building works), Income tax/PAN certificate, GST registration certificate, GST No Dues Certificate, Certificate confirming submission of all GST returns, Signed Rs. 100 non-judicial stamp paper with Rs. 1 revenue ticket, FDR for EMD of Rs. 2,68,000, Demand draft for tender cost of Rs. 4,720

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Commercial terms

Bid type: Item Rate
Evaluation: Financial bid of qualified bidder/firm in technical bid will be opened; item-wise rates are valid
Make in India (MII): No
MSE preference: No

Line items (43)

2.6.1Earth 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 Sq M 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: 320 Cu M
2.25Filling 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: 200 Cu M
2.28.1 Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil — Qty: 5000 Sq M
4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -1 :2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 2 Cu M
4.1.8Providing 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-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 104 Cu M
5.1.2Providing 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 19.4 Cu M
5.2.2Reinforced 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-111) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 9.24 Cu M
5.3Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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-111) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). — Qty: 7.62 Cu M
5.22.6Steel 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: 3700.33 Kg
5.9.3Suspended floors, roofs, landings, balconies and access platform — Qty: 55.2 Sq M
5.9.5Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 76.56 Sq M
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 181.44 Sq M
6.4.2Brick 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: 18.56 Cu M
7.1.1Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1 :6 (1 cement: 6 coarse sand) — Qty: 902 cu M
8.31Providing and fixing 1st 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. — Qty: 130 Sq M
8.32Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF I Lumiflon based fluoropolymer resin coating of approved colour and shade on face# 1 and polymer (Serv — Qty: 68.6 Sq M
9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Sal wood — Qty: 0.39 Cu M
9.5.1.1Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately) 35 mm thick shutters — Qty: 20.52 Sq M
9.20.1Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws — Qty: 22.68 Sq M
10.16.1 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works — Qty: 3151 Kg

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