Announcement no 363/2026 by the Honble Chief Minister Beautification of the Shri Gauri Shankar Mahadev Temple premises in the Khatima Assembly constituency (E-tenders invited again.)
Kumaun Mandal Vikas Nigam Ltd. · Khatima, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹74.1L
- EMD: ₹1.7L
- Published: 03 Nov 2026
- Closing date: 18 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:41 UTC
- Department: Kumaun Mandal Vikas Nigam Ltd.
- Office: GM KMVN Ltd Nainital
Description
Beautification of the Shri Gauri Shankar Mahadev Temple premises in Khatima, Uttarakhand. The civil works tender requires a fixed EMD of Rs. 1,74,000 in FDR form and has a completion period of 10 months. Tender validity is 60 days. The BOQ includes flooring, excavation, concrete, masonry, reinforcement, doors, railing, plastering and related construction work.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Registration Certificate, Income tax (PAN) certificate, GST Registration Certificate, GST No Dues Certificate, Certificate of submission of all GST returns, Rs. 100 non-judicial stamp paper, duly signed, with Rs. 1 revenue ticket, Demand Draft for tender cost of Rs. 4,720, FDR for EMD of Rs. 1,74,000
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Commercial terms
- Bid type: Item Rate
- Evaluation: Financial bid of qualified bidder/firm in the technical bid will be opened
- Make in India (MII): No
- MSE preference: No
Line items (48)
- Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab all colour, texture except black/ Cherry/rubby Red. — Qty: 623 SQM
- Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. — Qty: 12.8 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-incharge. All kinds of soil — Qty: 138 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. — Qty: 96.6 CUM.
- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 27.6 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) — Qty: 23 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth leve — Qty: 80.01 CUM.
- Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 55.2 Sqm
- Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 249.67 Sqm
- Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 43.2 Sqm
- Diluting and injecting chemical emulsion for Pre-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration — Qty: 101.87 S.Q.M.
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. In SUBSTRUCTURE — Qty: 123.9 qtl.
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 5.67 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth lev — Qty: 37.9 CUM.
- Suspended floors, roofs, landings, balconies and access platform — Qty: 97.87 Sqm
- Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 259.2 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: 16.73 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. in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 114.87 Sqm
- Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 13.21 CUM.
- Providing and fixing ISI marked S.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250x10 mm — Qty: 1 Nos.
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