Delhi Urban Shelter Improvement Board Tender

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Delhi Urban Shelter Improvement Board - DUSIB Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date2 Dec 2024
Closing Date7 Dec 2024
Tender Amount₹ 8,99,186 
Notes
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Costs

Summary

Providing And Laying Cc And Drain Pipe Including Construction Of Drain At Jj Basti Hafiz Nagar Near Ring Road Under Ac-41 Jangpura.

Description

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BOQ Items

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DO_NOT_SHOW

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All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

45.5

225

10257.98

... More
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 up to 1.5 m.

25.7

125

3231.78

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

4.35

5481

23846.48

... More
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

9.63

4209

40533.15

... More
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 :

-

-

-

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1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

0.45

7145

3215.61

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

-

-

-

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

22.68

378

8586.65

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Suspended floors, roofs, landings, balconies and access platform.

3.74

422

1577.29

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

-

-

-

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Thermo-Mechanically Treated bars.

54

56

3056.4

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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:

-

-

-

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Cement mortar 1:4 (1 cement : 4 coarse sand)

10.02

4970

49802.41

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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in.

-

-

-

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Cement mortar 1:4 (1 cement : 4 coarse sand)

43.47

593

25799.45

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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

-

-

-

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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

736.32

85

63286.7

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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

152.15

180

27516.33

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Neat cement punning

195.62

42

8333.41

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

0.45

997

447.18

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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.

10.45

120

1259.57

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Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

49.06

6912

339110.08

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Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.

49.06

-187

-9203.66

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe

45.5

482

21933.28

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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

-

-

-

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Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

-

-

-

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

1

8634

8634.1

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Extra for depth for manholes Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

0.1

5718

571.86

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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

-

-

-

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0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :

-

-

-

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

2

8683

17367.5

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Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

0.1

4911

491.18

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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

-

-

-

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L D- 2.5 Rectangular shape 600x450mm internal dimensions

5

1073

5365.25

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Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.

50

959

47967.5

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Providung and laying dry aggregate 40mm nominal size in foundation & plinth orubder floors at all level including spreading and ramming in layeers as directed by Engineer-in-charge.

21.18

1229

26035.52

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Provinding & fixing asbestos cement sheet strips in joints of cement concrete pavements 50 mm + 5 mm wide and 6 mm thick having normal length not less than 90 cm.

381.4

36

13844.82

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1:5:10 (1 cement : 5 manufactured sand derived from Recycled concrete aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size recycled aggregate (RA).

3.21

3987

12799.23

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Add 31.27% on cost index excluding item No. 26

747144.3

31

233632.02

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Less 9.50% on cost index

993575.55

9

-94389.68



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