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Sl. No.
Item Description
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Class-150 brick work in 1:4 cement and coarse sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapte No. 06 S.I. No. 2)
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12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.(c) 1 cement : 4 Coarse sand.(Chapter No. 13 S.I. No.-582(ii))PWD Shedule
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R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.cc Slab supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter S.I. No.-284) PWD Sheduled
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor.(Chapter No. 10 S.I. No. 504(B))
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Providing and laying cement concrete in 1:5:10 (1 cement :5 fine sand 10 graded stone aggregate 40mm nominal size) and curing complete, including cost of form work in foundation and floors. (5-Chapter PWD.Si.-01)
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Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-150 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter SI.No.279(a))PWD Shedule
7
Supply & fixing of pre-cast M-30 cement concrete Rubber Molded interlocking tiles over 40mm thick local sand bed, with 3mm thick joint filled with local sand including leveling, tempreing and sweeping etc, interloking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, strength should not less than M-30. (tiles shape decided by Engineer-in-charge).
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