Bharat Sanchar Nigam Limited Tender

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Bharat Sanchar Nigam Limited - BSNL Tender

Works
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date9 Dec 2024
Closing Date18 Dec 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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Documents
Re-Construction of the fallen compound wall along the southern side of old CTO compound, Sripuram, Tirunelveli.
Re-Construction of the fallen compound wall along the southern side of old CTO compound, Sripuram, Tirunelveli.
Re-Construction of the fallen compound wall along the southern side of old CTO compound, Sripuram, Tirunelveli.
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BOQ Items

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DO_NOT_SHOW

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All kinds of soil.

45

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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.

35

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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.

105

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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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1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).

1

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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)

3.5

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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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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)

1.6

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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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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)

11

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

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

13

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

30

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Columns, Pillars, Piers, Abutments, Posts and Struts

25

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Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

18

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

1000

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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).

55

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Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

120

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Finishing walls with Acrylic Smooth exterior paint of required shade :

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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)

225

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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.

10

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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.

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With G.I. barbed wire

350

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Providing and laying factory made Precast concrete solid blocks of 200 or 150 mm thickness of grade M10 made of 12.5mm course aggregate from approved manufacturer in foundation and plinth in:

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

7

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Providing and laying factory made Precast concrete solid blocks of 200 or 150 mm thickness of grade M10 made of 12.5mm course aggregate from approved manufacturer in superstructure above plinth level up to floor II level

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

7

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