Northern Coalfields Limited Tender

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Northern Coalfields Limited - NCL Tender

Works
Civil And Construction
Eprocure
Opening Date7 May 2024
Closing Date24 May 2024
Tender Amount₹ 9,14,15,696 
Notes
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Costs

Description

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to linth level :1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

300

1953075

6510.25

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to linth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

350

2112652

6036.15

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to linth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

227.25

1227823

5402.95

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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): 3 graded stone aggregate 20 mm nominal size)

2661.18

18384229

6908.3

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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) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

445

3625637

8147.5

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

261

2213906

8482.4

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

837.9

182662

218

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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.

14335.25

6875185

479.6

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Centering and shuttering including strutting, propping etc. and removal of form for Shelves (Cast in situ).

349

194323

556.8

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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.

363993

36854291

101.25

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Earth work in excavation in all kind of soil/ silt by mechanical means hydraulic excavaror)/ manual means including dozering, trasnportation, unloading at designated place, levelling and dressing of dump sites all inclusive as per instructions of EIC. with all lifts (for all project of NCL) Lead upto 50 m.

3282

95735

29.17

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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

123

239966

1950.95

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Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300- 2 for sub-grade construction.

1000

49320

49.32

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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

150

273039

1820.26

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Construction of dry lean cement concrete Sub- base 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.

100

341298

3412.98

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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 lift upto 1.5 m.

1170.4

199260

170.25

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U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia.

889

134230

150.99

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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 priming coat of exterior primer applied @ 2.20 kg/10 sqm)

1858

208374

112.15

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Total impact of GST for the purpose of CTC

1

13944767

13944767.28



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