Bharat Sanchar Nigam Limited Tender

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Bharat Sanchar Nigam Limited - BSNL Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date28 Aug 2024
Closing Date6 Sep 2024
Tender Amount₹ 2,43,110 
Notes
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Costs

Summary

Rain Water Harvesting And Miscellaneous Civil Works At Atx Building Bhopal Mp

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: (a) All kinds of soil

2

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. (a) Ordinary rock

2

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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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) All kinds of soil.

4

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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. (a) Hard rock (blasting prohibited)

2

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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 up to 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 : (a) All kinds of soil

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

20

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Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : (a) Ordinary rock :

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Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia

30

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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 up to 1.5 m.

2

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Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

200

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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 (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) up to 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%).

1.5

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Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in: (a) Cement mortar 1:4 (1 cement : 4 coarse sand)

1

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Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 3.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.

5

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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.

300

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (a) (i)Single socketed pipes.

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110 mm diameter

10

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Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

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Single tee with door

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110x110x110 mm

10

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Bend 87.5°

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110 mm bend

10

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

10

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15 mm cement plaster on rough side of single or half brick wall of mix : (a) 1:4 (1 cement: 4 coarse sand)

10

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

50

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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (a) 20 mm cement plaster

30

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Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.

20

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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC SWR grade Soil, waste, vent conforming Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.to IS : 13592 (a) Reducer

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160 x 110 mm

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Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : (a) With common burnt clay F.P.S. (non modular) bricks of class designation 3.5

5

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Providing, laying & jointing rigid PVC pipe of approved quality of pressure 2.50 Kg/Sqcm with one end plain and other end socketed including jointing with couplings wherever necessary PVC cement solvent testing of joints etc complete. (a) 160 mm dia

25

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Periodic cleaning of sewer line, sewer manhole,gully chamber by using bamboo/rod for clearing the sewer line,taking out sludge, debris, rubbish and other waste materials, if any, from the sewer line and flooding/flushing with sufficient quantity of water with pressure to ascertain through cleaning of drainage system for smooth and proper functioning of sewer line including disposal of the all waste material outside the muncipal limit or burried into pits at safe available distance as directed all complete. (Note-The operation includes cost of all and nothing shall be paid extra on any account)

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Sewer line upto 150 mm dia

200

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Sewer Manholes

20

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