Indian Statistical Institute Tender

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Indian Statistical Institute Tender

Works
Eprocure
Opening Date27 Dec 2019
Closing Date13 Jan 2020
Tender Amount₹ 1,71,14,662 
Notes
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Costs

Description

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BOQ Items

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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 Sewer bricks conforming to IS : 4885

5

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Extra for depth for manholes :

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Size 90x80 cm

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With Sewer bricks conforming to IS : 4885

1

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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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For pipes 100 to 250 mm diameter

4

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Demolishing brick work 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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In cement mortar

0.348

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Taking out existing CC interlocking paver blocks from footpath/ central verge, 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.

21

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Laying old cement cocrete 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 Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).

21

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

3.4

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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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All kinds of soil

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

37

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Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).

1

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Providing and Fixing of U-pvc pipes -4''

15

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providing and fixing of PVC - P-TRAP-4''

1

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Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.

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1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

3.427

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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 :

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

0.348

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20 mm cement plaster of mix :

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1:4 (1 cement: 4 fine sand)

2

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 Malba removing out of the campus and dumped approved muncipal dumping ground as per direction of Engineer Incharge

1

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