Chandigarh Administration Tender

View complete overview of Chandigarh Chandigarh Administration Tender

Chandigarh Administration Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date4 Sep 2024
Closing Date12 Sep 2024
Tender Amount₹ 13,87,916 
Notes
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Costs

Summary

Providing And Laying Of New S.w Sewer Line 150 Mm I/d Against Old Damaged/ Choked Sewer Line In Govt. Model Senior Secondary School, Sector 39, Under Mtc. Booth Of Sector 38, U.t., Chandigarh.

Description

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BOQ Items

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DO_NOT_SHOW

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All kinds of soil.

90

22794

253.27

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, by mechinical / manual means ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:

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-

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All kinds of soil

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-

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Pipes, cables etc, not exceeding 80 mm dia.

10

2098

209.78

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Pipes, cables etc, not exceeding 80 mm dia. But not exceeding 300mm dia

300

102792

342.64

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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

10

20664

2066.41

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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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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

3

22997

7665.78

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1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

28

168631

6022.53

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Reinforced cement concrete work in beams, suspended foors, 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).

3.5

39182

11194.85

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

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-

-

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Suspended floors, roofs, landings, balconies and access platform

28

25262

902.21

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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.

-

-

-

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Cold twisted bars

410

43025

104.94

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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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-

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

15

107575

7171.64

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12 mm cement plaster finished with a floating coat of neat cement of mix :

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-

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1:3 (1 cement: 3 fine sand)

60

25643

427.39

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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.

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-

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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

5

11843

2368.53

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Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

25

36575

1463

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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 Engineer-in-charge :

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-

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bituminous road

5

2085

416.93

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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

2568

256.82

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Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

40

5128

128.19

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Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost)

40

15683

392.07

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Providing and fixing soil, waste and vent pipes :

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-

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100 mm dia

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-

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Centrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989

28

32168

1148.87

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75 mm diameter :

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-

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Centrifugally cast (spun) iron socketed pipeas per IS: 3989

5

5770

1153.98

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Providing and fixing collar :

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-

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100 mm

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-

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Sand cast iron S&S as per IS - 3989

10

4993

499.29

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75 mm

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-

-

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Sand cast iron S&S as per IS - 3989

5

1761

352.27

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Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron pipes and fittings of diameter :

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-

-

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100 mm

20

12114

605.69

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75 mm

10

5120

512.04

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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

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-

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150 mm diameter

235

159097

677.01

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200 mm diameter

30

28325

944.15

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design.

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-

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150 mm diameter S.W. pipe

215

246818

1147.99

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200 mm diameter S.W. pipe

25

33458

1338.31

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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 rnmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

30

16163

538.75

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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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-

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H D - 20

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-

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Circular shape 560 mm internal diameter

10

16305

1630.46

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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :

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-

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For pipes 350 to 450 mm diameter

2

2585

1292.58

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Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1. cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc, complete as per standard design:

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-

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Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :

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-

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

11

102688

9335.3

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Providing and fixing square-mouth CI gully trap complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design complete at site

10

31040

3104



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