C/O Peerul Collection and Briquette Unit in Block Pati and Barakot in distt Champawat under SDRF and Preparedness and capacity Building
PWD, 3rd Circle Pithoragarh · Lohaghat, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹61.5L
- EMD: ₹1.4L
- Published: 03 Nov 2026
- Closing date: 24 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:41 UTC
- Department: Public Works Department
- Office: Construction Division, Public Works Department, Lohaghat
Description
Construction of a Peerul collection and briquette unit in Champawat district, Uttarakhand, under the State Disaster Response Fund and preparedness and capacity-building programme. The work includes civil construction and associated structural, roofing, finishing, and plumbing works.
Eligibility & requirements
- Experience required: 1 years
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Declaration stating that the bidder is not blacklisted by any government and is not bankrupt, Past experience (minimum 01 financial year), Balance sheet for the last 3 years (CA audited), Average annual turnover of the last 3 years (CA audited), Income tax return, GST registration certificate, PAN card
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Commercial terms
- Bid type: Item Rate
- Evaluation: L1
- Make in India (MII): No
- MSE preference: No
Line items (41)
- 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 for all lift, as directed by Engineer-in-charge. All kinds of soil — Qty: 234.36 Cum
- 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: 13.48 Cum
- 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: 0.72 Cum
- 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 28.13 Cum
- 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 18.54 Cum
- 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: 2805.88 Kg
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 1833.81 Kg
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns , etc. for mass concrete. — Qty: 74.73 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 236.34 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 133.56 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform — Qty: 10 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) — Qty: 15.83 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) — Qty: 62.88 Cum
- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructur above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) — Qty: 150.78 Sqm
- CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) — Qty: 1002.84 Sqm
- 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: 58.38 Cum
- 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 40 mm nominal size — Qty: 291.84 Sqm
- 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. — Qty: 291.84 Sqm
- 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 seamless type tubes — Qty: 2641.98 Kg
- Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 Engineerin- 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: 286.71 Sqm
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