Bharat Sanchar Nigam Limited Tender

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Bharat Sanchar Nigam Limited - BSNL Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date28 Oct 2024
Closing Date11 Nov 2024
Tender Amount₹ 3,06,642 
Notes
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Costs

Summary

Reconstruction Of Fallen Compound Wall Due To Gulab Cyclone On The West Side Of Te Compound At Malkapuram, Visakhapatnam

Description

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Documents
Technical Bid for the work of Reconstruction of fallen compound wall due to GULAB Cyclone on the West side of TE Compound at MALKAPURAM, Visakhapatnam
Financial Bid for the work of Reconstruction of fallen compound wall due to GULAB Cyclone on the West side of TE Compound at MALKAPURAM, Visakhapatnam
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BOQ Items

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DO_NOT_SHOW

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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.

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A) All kinds of soil.

6.5

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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.

6.5

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

1.5

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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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A) 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)

1.6

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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 :

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A) 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)

1

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

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A) 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

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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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A) 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)

0.75

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Reinforced cement concrete work in beams, suspended floors, 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 sizederived from natural sources).

0.65

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

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A) Foundations, footings, bases of columns, etc. for mass concrete

6

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

5

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C) Lintels, beams, plinth beams, girders, bressumers and cantilevers

11

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D) Columns, Pillars, Piers, Abutments, Posts and Struts

19

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

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A) Thermo-Mechanically Treated bars of grade Fe-500D or more.

385

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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).

11

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

3.5

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

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

115

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12 mm cement plaster of mix :

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A) 1:6 (1 cement: 6 fine sand)

43

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

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A) 1:6 (1 cement: 6 fine sand)

43

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Finishing walls with Acrylic Smooth exterior paint of required shade :

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A) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)

106

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

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A) Two or more coats on new work.

3

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