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Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1
2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8
3
M-150 Brick work in 1:4 cement and fine sand in foundastion and plinth i/c supply of all materials, labour, tools and plants etc. requried for proper complition of the work.
4
2.5 cm thick 1:2:4 plain cement concrete with cement approved coarse sand and 2 cm graded approved stone grit laid in panels finished with 3 mm floting coat of neat cement slury without base concrete. i/c supply of all materials labour, tools and plants etc. requried for proper complition of the work.
5
12 mm thick cement plaster of mix 1:6 ( 1 cement & 4 course sand ) PLINTH BELOW as per IS 13.4.2
6
R.C.C. work with cement approved coarse sand and 2 cm gauge approved stone grit in proportion of 1: 1.5 : 3 in slab excluding suplying of reinforcement and it bending but i/c its fixing and binding the same with 24 bw GGI binding wire and i/c necceasry centering and shutering etc. supply of all materials , labour, tools and plants etc. requried for proper complition of the work.
7
M.S. (tor steel or plain ) plain work such as r.c.c. or r.b. work i/c bending for proper shape and i/c supply of steel and its wastage bend, hooks and authorised overlapping shall me measured and i/c cost of binding wire. Please Enable Macros to View BoQ information
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