Construction of clean water storage tank and boundary wall work for LHCM at Singhali Mine under DSB Sub Area of Korba Area
South Eastern Coalfields Limited · Korba, Chhattisgarh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹39.4L
- EMD: ₹49K
- Published: 30 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 31 Oct 2026 03:22 UTC
- Office: Korba Area
Description
Construction of a clean water storage tank and boundary wall at LHCM, Singhali Mine, under DSB Sub Area of Korba Area. Estimated value is Rs. 3,936,543 and EMD is Rs. 49,300.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (26)
- 2 — Qty: 3 4
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil — Qty: 326.56 Cum
- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. — Qty: 53.53 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: 326.56 cum
- Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soilfor 1.50 to 3.00 mt depth ( 1.50 mt additional depth ) — Qty: 75.36 cum
- Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soilfor 3.00 to 4.50 mt depth ( 1.50 mt additional Depth — Qty: 75.36 cum
- Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soilfor 4.50 mt to 6.00 mt depth (1.50 mt additional depth) — Qty: 75.36 cum
- Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soilfor 6.0 mt to 6.50 mt depth (0.50 mt additional depth) — Qty: 25.12 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1½:3 (1cement : 1½coarse sand : 3graded stone aggregate 20 mm nominal size) — Qty: 1.34 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 40 mm nominal size). — Qty: 15.13 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-III): 3 graded stone aggregate 20 mm nominal size) — Qty: 40.67 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-III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 84.37 Cum
- Reinforced 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-III) : 3 graded stone aggregate 20 mm nominal size). — Qty: 9.48 cum
- Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete — Qty: 146.45 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 411.43 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform — Qty: 176.63 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 38.25 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 54.82 Sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars — Qty: 12778.93 Sqm
- 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: 146 kg
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