Indo Tibetan Border Police Tender

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Indo Tibetan Border Police - ITBP Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Dec 2024
Closing Soon26 Dec 2024
Tender Amount₹ 64,75,208 
Notes
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Costs

Description

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BOQ Items

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Filling available excavated earth ( excluding rocks) in plinth side of foundation, under floors in layers not exceeding 20 cm in depth including, watering, ramming consolidating and dressing completelead up to 50 m and lift up to 1.5 m

1.57

219

343.83

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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 50 m outside the periphery of the area cleared.

1640

12

19680

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

8.97

62642

561898.74

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

2.07

44557

92232.99

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

5

40007

200035

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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: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).

10.09

70948

715865.32

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Centering and shutturing incl. strutting, proping etc and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc

107.52

755

81177.6

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Centering and shutturing incl. strutting, proping etc and removal of form work for : Suspended floors, roofs, landings, balconies and access platform

13.59

972

13209.48

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . MS Bar deformed TMT bars , conforming to IS 1786-1985: Thermo-Mechanically Treated

1009

257

259313

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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 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 Cement : 6 coarse sand)

78.54

35191

2763901.14

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Applying priming coat with: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

38.7

67

2592.9

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

38.7

159

6153.3

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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. With G.I. barbed wire

3916.8

36

141004.8

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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

1067.04

250

266760

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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore

90

559

50310

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore (External Work)

24

827

19848

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore (External Work)

1000

1164

1164000

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

4

960

3840

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore

3

1287

3861

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Providing and applying integral crystalline slurry of hydrophilic in nature for water proofing treatment to the RCC structures like retaining walls of the basement , water tanks, roof slabs ,podiums, reservior, sewage, water treatment plant, tunnels/subway and bridge etc ,prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with help of synthetic fiber brush. the material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. the work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 year against any leakage. For vertical surface two coats @ 0.70 kg per sqm.

48.45

731

35416.95

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Providing and applying integral crystalline slurry of hydrophilic in nature for water proofing treatment to the RCC structures like retaining walls of the basement , water tanks, roof slabs ,podiums, reservior, sewage, water treatment plant, tunnels/subway and bridge etc ,prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with help of synthetic fiber brush. the material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. the work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 year against any leakage. For horizontal surface one coat @ 1.10 kg per sqm.

11.35

560

6356



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