Northern Coalfields Limited Tender

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Northern Coalfields Limited - NCL Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date1 Feb 2025
Closing Soon12 Feb 2025
Tender Amount₹ 11,86,462 
Notes
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Costs

Description

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BOQ Items

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Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres as per clauses of section 300 of MPSOR.

20

266

5331.6

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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 plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).

12

5402

64835.4

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Brick work with non-modular Flag bricks confirming to IS:12894 class designation 7.5 average compressive strength etc complete in all respect in foundation and plinth : in cement mortar 1:6 (1 cement : 6 coarse sand)

10

5193

51938

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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

66

820

54162.9

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12 mm cement plaster finished with a floating coat of neat cement of mix1:4 (1 cement: 4 fine sand)

46

281

12955.9

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Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1

6807

6807.5

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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. Cold twisted bars

78

101

7897.5

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Part B (cricket pitch)

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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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil.

184

152

28004.8

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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge

134

1092

146401.7

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Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).

51

461

23546.7

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Brick work with non-modular Flag bricks confirming to IS:12894 class designation 7.5 average compressive strength etc complete in all respect in foundation and plinth : in cement mortar 1:6 (1 cement : 6 coarse sand)

4

5193

20775.2

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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.

1963

18

36708.1

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Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil

185

363

67247.5

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Part C (03 nos store room)

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-

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Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m. All kinds of soil.

14

206

2893.8

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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 plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).

6.06

5402

32741.88

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Brick work with non-modular Flag bricks confirming to IS:12894 class designation 7.5 average compressive strength etc complete in all respect in foundation and plinth : in cement mortar 1:6 (1 cement : 6 coarse sand)

7

5193

36356.6

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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 de rived from natural sources)

3

6908

20724.9

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Brick work with non-modular fly -ash-lime brick (FALG bricks) confirming to IS: 12894,class designation 7.5 average compressive strength etc. complete in all respect in super-structure above plinth level up to floor V level in in cement morter 1:6(1 cement: 6 coarse sand)

12.03

6306

75866.59

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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)

1.05

8147

8554.88

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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. Cold twisted bars

324

101

32805

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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

6

218

1308

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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

2

450

900.1

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

15

554

8319

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Half brick masonry with FALG bricks of class designation 7.5 in superstructure above plinth level up to floor V level : Cement mortar 1:4 (1 cement :4 coarse sand)

25

779

19487.5

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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.

276

104

28759.2

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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 Engineer- in-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.

47

566

26609.05

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

28

191

5362

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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

12

170

2043

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 25 mm thick with 12.5 mm nominal size stone aggregate

45

323

14535

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using M.S. angels 40x40x6 mm for diagonal braces

25

4240

106008.75

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12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)

169

215

36411.05

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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)

41

112

4598.15

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White washing with lime to give an even shade : New work (three or more coats)

128

23

2944

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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

70

95

6699

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Total impact of GST for the purpose of CTC

1

180985

180985.76



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