Khatima Vidhan Sabha Kshetranargat Stith Gram Haldighera mein stith gaushala mein bimar evam ghayal gauvansh tatha navjaat gauvansh ko rakhne hetu tin shed Nirman

Zila Panchayat Udham Singh Nagar · Khatima, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.4Cr
EMD: ₹2.8L
Published: 27 Oct 2026
Closing date: 16 Nov 2026
Status: open
Status as of: 29 Oct 2026 10:23 UTC
Department: Panchayati Raj
Office: District Panchayat, Udham Singh Nagar

Description

Construction of a shed at the gaushala in Gram Haldighera, Khatima, for housing sick and injured cattle and newborn cattle. The tender is a two-bid item-rate works contract. Estimated value is Rs. 14,050,372 and EMD is Rs. 281,000. Bidder must provide construction-related annual turnover of at least Rs. 25 lakh per year for the previous three years.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Tender validity and declaration on Rs. 100 stamp paper that the firm/company has never been blacklisted by any department, Notarized affidavit on Rs. 100 non-judicial stamp paper certifying the authenticity of all tender documents, Self-attested PAN card copy, Self-attested Aadhaar card copy, GST no-dues certificate issued by the state tax authority, Chartered Accountant-prepared balance sheets for the previous three years showing minimum construction-related turnover of Rs. 25 lakh per year, Experience certificate, Receipt for tender fee payment, Affidavit declaring no disqualifying relationship with elected members of the concerned Zila Panchayat, Original EMD/security instrument and self-attested copies of technical bid documents

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Commercial terms

Bid type: Item Rate
Evaluation: Financial bids opened only for bidders meeting all technical conditions; bids above the prescribed rate will not be accepted
Make in India (MII): No
MSE preference: No

Line items (76)

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 — Qty: 2400 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: 237.06 Cu M
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: 165.94 Cu M
Supplying and filling of Earth by mechanical transport including loading, unloading & stacking beyond 5km upto 10km & beyond 10km upto 20km (Including all) — Qty: 637.6 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: 110.4 Sq 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: 33.48 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 : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 67.2 Cu M
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) — Qty: 33.12 Cu M
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: 89.98 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: 11456.3 Kg
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns, etc. for mass concrete — Qty: 307.88 Sq M
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick — Qty: 457.2 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 1:6 (1 cement : 6 coarse sand) — Qty: 36.92 Cu M
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. — Qty: 896 Sq M
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. ,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes — Qty: 18282.44 Kg
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete — Qty: 2626.7 Kg
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. — Qty: 1268.2 Sq M
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) — Qty: 191.2 R m
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) — Qty: 127.2 R m
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. — Qty: 100 Cu M

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