Work of construction of sumpwell at Ginani Located Near Mahavir Park in Nagar Palika Nohar
Directorate of Local Bodies, Rajasthan · Nohar, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.0Cr
- EMD: ₹4.0L
- Published: 28 Oct 2026
- Closing date: 18 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 23:53 UTC
- Department: Department of Local Bodies
- Office: Nagar Palika Nohar
Description
Construction of a sumpwell near Mahavir Park in Nohar, including civil works and mechanical works for a storm water pumping station. The BOQ includes excavation, concrete and reinforcement, masonry, finishes, pipework, pumps, valves and related equipment.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (105)
- In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. — Qty: 601.725 CUM
- Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. — Qty: 1501.493 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 Cement : 2 fine/ coarse sand : 4 graded stone aggregate 40 mm nominal size). — Qty: 13.741 cum
- Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) — Qty: 200.504 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) M30 — Qty: 3.713 cum
- Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.. Thermo-Mechanically Treated bars. — Qty: 24506 KG
- Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 104.9 sqm
- Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc — Qty: 886.1 sqm
- Suspended floors, roofs, landings, balconies and access platform. — Qty: 206.9 sqm
- Lintels, beams, plinth beams, girders, bressumers and cantilevers. — Qty: 114.5 sqm
- Columns, Pillars, Piers, Abutments, Posts and Struts. — Qty: 49.5 SQM
- Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 32.9 CUM
- 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 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 is mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar — Qty: 88.2 sqm
- Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) — Qty: 2.9 SQM
- Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) — Qty: 561.3 sqm
- Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). — Qty: 561.3 sqm
- Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. — Qty: 196.4 SQM
- Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. — Qty: 628.3 KG
- Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. — Qty: 1300 KG
- Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes while casting in RCC manhole and with 30x20x15 cm cement concrete block 1:3:6 in brick/RR stone manhole complete as per design — Qty: 162 Each
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