Bharat Sanchar Nigam Limited Tender

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Bharat Sanchar Nigam Limited - BSNL Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Jun 2024
Closing Date15 Jun 2024
Tender Amount₹ 4,40,956 
Notes
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Costs

Description

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3). Filling with available (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.

4

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4). 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) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

2

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b). 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)

2.6

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5). 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)

3.7

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6). 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 sizederived from natural sources)

1.3

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7). 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

4.8

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

29.5

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

380

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

14

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10). Finishing walls with Acrylic Smooth exterior paint of required shade :

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a) Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface).

14

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

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a0 Two or more coats on new work.

12

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12). Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge.

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a) With cement mortar 1:4 (1cement: 4 coarse sand).

20

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13). Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

2.6

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14). Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge.

17.2

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15). Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.

92

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16). Rebate for taking away the recovered unserviceable steel/ reinforcement from the site including loading unloading and transportation etc., complete.

92

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17). Dismantling of the existing structural steel gate (weighing approximately 500 Kg) including transportation to temporary stores/ secured place within compound including providing required scaffolding, wooden ballies supports until dismantling of supporting concrete structure, including all insidental charges as per the directions of the Engineer-in-charge all complete (Dismantling of RCC will be paid separately in main item)

1

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18). Fixing of the existing structural steel gate (weighing approximately 150 Kg) including recovering from work site including providing required scaffolding, wooden ballies supports until hardening of supporting concrete structure, including all insidental charges as per the directions of the Engineer-in-charge all complete

1

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19). Fixing of the existing structural steel gate (weighing approximately 500 Kg) including transportation from temporary stores compound within site including providing required scaffolding, wooden ballies supports until hardening of supporting concrete structure, including all insidental charges as per the directions of the Engineer-in-charge all complete

1

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20). Fencing with barbed wire on R.C.C. post placed at required distance, embedded in cement concrete blocks provided with horizontal lines of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete 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

2500

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21). 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.

3000

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22). Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

10

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23). Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

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Made of G.I. wire of dia 4 mm

20

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