Western Coalfields Limited Tender

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Western Coalfields Limited - WCL Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date10 Feb 2025
Closing Soon27 Feb 2025
Tender Amount₹ 1,08,22,485 
Notes
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Costs

Summary

Shifting Of Security Check Post Along With Integrated Shed And Concrete Approaches At Mungoli Oc Mine Under Mungoli Sub Area Of Wani Area.

Description

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BOQ Items

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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.

23.04

306

7070.98

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Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts.

48.6

742

36078.21

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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.

3404

95

324231

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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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

42.55

7974

339319.23

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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

201.99

92

18744.67

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Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

160.2

650

104130

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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineerin-charge : 15.43.1 Water bound macadam road

48.06

171

8220.66

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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

13524.93

118

1608790.42

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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.

4362.4

103

449981.56

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Extra for providing and fixing wind ties of 40x 6 mm flat iron section.

266

177

47215

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Providing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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 0.63 mm thick with zinc coating not less than 275 gm/ m²

378

948

358551.9

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Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution

430.92

141

60867.45

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

579

121

70493.25

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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 m and for all lift

1940.78

153

297715.65

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Granular Sub-base with Well Graded Material (CBR30 or more) (Table:- 400-1 & Table 400- 2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-III Material

190.58

2310

440239.8

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Granular Sub-base with Well Graded Material (CBR30 or more) (Table:- 400-1 & Table 400- 2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-II Material

190.58

2291

436618.78

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Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect

190.58

3462

659787.96

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Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of secifications complete but including cost of steel in dowel bar and tie rods etc.

571.74

6184

3535640.16

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Providing and fixing MS Fabricated porteable office cabin with complete insulation, electrical & plywood xladdings including transportation charges from factory to working site size 10' x 10' x 8.5' as detailed below 1. Bottom frame : 100x50 mm formed MS Square pipes of 3mm thick & ISI Marked MPL 2. Stiffener Bottom : 80x40mm & 50x50mm square pipes, ISI Marked MPL 3. Top Frame : Frame made of 50x50mm square pipes, ISI Marked MPL 4. Stiffener Top : 50x50mm 25x50mm & 25x25mm square pipes, ISI Marked MPL 5. Side wall stiffeners : Corner post shall be of 50x50mm L Angel, 25x50mm Square pipes & wall thickness of 60mm ISI Marked MPL 6. Paneling Outside : MS Sheet specially corrugated 1.2mm thick sheet weded on MS frame. Jindel/Essar/ Tata. 7. Internal wall paneling : The paneling of side walls and roof shall be of 9mm thick per laminared particle board ( MDF) & all vertically and horizontal corners shall be neatly & smoothly finished with Aluminum sections. 8. Roof outside : 1.2mm thick MS sheet properly sloped & water tight protect from Antirust with gutter system. Jindel/Essar/ Tata. 9. Bottom flooring : On the bottom freme 18mm thick bison panel i.e. Cemented bondod fiber sheets VISAKA INDUSTRIES shall be fixed by means of self-taping screw & 1.5mm thick PVC vinyl carpet shall be fixed on the panel. (100% water , termite & dimenslonal proof with vinyl carpet) 10. False ceiling : 9mm thick MDF of mark all vertically and norizontal corners will be neatly and smoothly finished with Aluminum sections & L angles. 11. Aluminum sliding windows size : 4'x3' -2 no's with safety geills : Double shuttre sliding aluminum powder coated windows with 4mm thick glass for all windows, safety grills from outside & canopy on the top of windows. 12. Main door size: 7'x3'-1no's : THE door shall be of external opening type made out of the same material as wall panwls & canopy above the door. Frame work by tubular pipe of 25x25 & the door interior shall be finished with same material matching with that of the cabin interior, door with std hardware locks & handles 13. Insulation : 25mm thick glass wool density of 64kg/3 with insulation for top & 25 side walls to Avoid Heat. 14. Wiring : All wiring shall be concealed and shall be PVC insulated copper wires of ISI quality suitable for 240 volt 50 HZ single phase AC power supply 2.5 mm thick cable for lighting, 5amp switches with 3pin sockets, bulk head light above the door, 4mm thick cable for main electrical supply & with MCB protection. 15. Electrical fittings : All electrical fittings in the portabla cabin shall be 220-240V i) Tube light - 2No's Baja/Orient/ Syaka. (ii) Bulk head door light - 1 No's (iii) Cabin fans - 1No's (iv) 3pin socket with switchboard - 2No's Maru (v) A/C provision - 1 No's 16. Outside painting : All components are painted with a coat of primer & 2 coats of corrosion free paint i.e. synthetic epoxy paint. 17. Hooks: Specially formed for easy lift & shift.

2

131250

262500

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Total impact of GST for the purpose of CTC

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