Bharat Sanchar Nigam Limited Tender

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Bharat Sanchar Nigam Limited - BSNL Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Jan 2024
Closing Date19 Jan 2024
Tender Amount₹ 3,33,960 
Notes
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Costs

Summary

Nit No 28 Bcd Wgl Godavarikanni Drainagae Works

Description

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BOQ Items

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DO_NOT_SHOW

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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

60

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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.

10

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Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.

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All kinds of soil.

4

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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m.

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All kinds of soil.

360

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.

400

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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

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a) Beyond 30 cm girth up to and including 60 cm girth

7

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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(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

5

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1:5:10 (1 cement : 5 coarse sand(zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

2

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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. above plinth level 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(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)

1.5

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

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Columns, Pillars, Piers, Abutments, Posts and Struts

5

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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).

12

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in:

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

3

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

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Cement mortar 1:6 (1 cement : 6 coarse sand)

3

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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.

20

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

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40 mm thick with 20 mm nominal size stone aggregate

3

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12 mm cement plaster of mix :

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1:6 (1 cement: 6 coarse sand)

25

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15 mm cement plaster on rough side of single or half brick wall of mix :

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1:6 (1 cement: 6 coarse sand)

45

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Finishing walls with water proofing cement paint of required shade :

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New work (Two or more coats applied @ 3.84 kg/10 sqm).

82

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

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Two or more coats on new work.

37

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

1.5

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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

45

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Dismantling M.S.grill work in compound wall and stacking the material within 50 metres lead as directed by the Engineer-in-charge.

1

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Labour charges for removing the existing steel gates for raising of the compound wall and fixing the steel gates after raising of compound wall as directed by the Engineer-in-charge.

1

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

50

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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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150 mm diameter

60

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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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150 mm diameter S.W. pipe

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

3

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Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

1

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Cleaning of the surroundings of the staff quarters block including removing the dust, dead leaves, silt, waste etc., and disposing the waste out side the compound etc., complete as per the direction of the Engineer-in-charge.

2

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Pruning/Cutting branches of trees at all levels for avoiding entering houses and obstructing colony lighting and electrical wire free passing and disposing the cutting pieces away from the compound to the dumping ground as directedby the engineer-in-charge.

10

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Charges for making available the welding plant at site including to and from the shop, providing necessary power supply arrangements, lugs etc., complete as per the direction of Engineer-in-charge.

2

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Cleaning the staff quarters Septic Tank using mechanical means including removing all sludge, waste etc and cleaning the tank with water etc complete as directed by the Engineer-in-charge.

1

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