Bharat Sanchar Nigam Limited Tender

View complete overview of Nagaland BSNL Tender

Bharat Sanchar Nigam Limited - BSNL Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 Oct 2023
Closing Date3 Nov 2023
Tender Amount₹ 4,94,149 
Notes
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Costs

Summary

Demolishing And Reconstruction Of Damaged Compound Wall Eastern And North Western Side At Te Compound, Mokokchung, Nagaland

Description

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BOQ Items

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DO_NOT_SHOW

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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) derieved from natural sources : 10 graded stone aggregate 40 mm nominal size) derieved from natural sources

1.3

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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) derieved from natural sources : 3 graded stone aggregate 20 mm nominal size) derieved from natural sources

4

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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) derieved from natural sources : 3 graded stone aggregate 20 mm nominal size) derieved from natural sources

1

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

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

5

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(b)Lintels, beams, plinth beams, girders, bressumers and cantilevers.

11

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(c)Columns, Pillars, Piers, Abutments, Posts and Struts.

32

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

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

386

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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)

7

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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in.

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

20

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Half brick masonry 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.

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

6.6

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Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and up to floor five level.

4

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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with :

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

11

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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

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(a)In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

24

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12 mm cement plaster of mix :

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

27

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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)

35

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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 @ 2.20 kg/10 sqm).

60

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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.

1

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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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(a)In cement mortar

9

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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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(a)With G.I. barbed wire

95

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Credit value for old serviceable materials as obtained after dismantlement

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(a) All kinds of soil.

2500

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