Delhi Transport Corporation Tender

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Delhi Transport Corporation - DTC Tender

Works
Eprocure
Opening Date16 Aug 2018
Closing Date7 Sep 2018
Tender Amount₹ 12,11,635 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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 50m. a) All kinds of soil.

120

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157.5

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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 :

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-

-

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a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

15

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4301.15

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a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

1

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5466.3

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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 : a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

8

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5725.9

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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. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement : a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

2

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6570

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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. a) Thermo-Mechanically Treated bars.

1000

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68.1

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Centering and shuttering including strutting, propping etc. and removal of form for :

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-

-

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a) Foundations, footings, bases of columns, etc. for mass concrete.

40

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196.45

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c) Columns, Pillars, Piers, Abutments, Posts and Struts.

18

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453.35

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b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

24

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360.8

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand)

56

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4677.25

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Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate a) mm nominal size).

40

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257.8

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : a) Cement mortar 1:6 (1 cement : 6 coarse sand)

75

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5426.15

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments,pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing: a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

3

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6450

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Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete for gate. a) Hot finished welded type tubes.

2000

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102.9

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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.

500

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73.95

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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre(cost of M.S angle, C.C. blocks shall be paid separately)

150

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287.05

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

320

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158.4

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15 mm cement plaster on rough side of single or half brick wall of mix : a) 1:6 (1 cement: 6 coarse sand)

360

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183.45

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Finishing walls with water proofing cement paint of required shade : a) New work (Two or more coats applied @ 3.84 kg/10 sqm)

700

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57.85

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

53

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74.4

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

80

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123.7

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Deduction for removel/disposal of rusted/damaged dismantled steel sections from the depot permises by the contractor.

3000

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16

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Deduction @ 12.00 % on the total amount of all items of this schedule.

1376858

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0.12



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