Name of Work:Boundary Fencing by barbed wire & MS Angle of HiliB.S.F. under the District of Dakshin-Dinajpur.
Sl. No.
Item Description
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Fencing Work of BSF HILI
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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
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Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur / Chandil Variety (Ground Floor)
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(a) Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post)or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised Length of barbed wair.
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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, I) For srtuctural members of specified sections weighingless than 22.5 Kg,/mmetal are welding conforming to IS: 816- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, zconsumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental charges such as electricity charges, labour insurance charges etc. ( pament to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished tructural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a hight of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. 218.40 [email protected]/mtr =8300kg
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Painting with ready mixed Black Japan of approved make and brandincluding smoothening surface(a) One coat
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