MAIN ROAD SE AP ROAD INTER COLLAGE TAK NALA AND CC ROAD WORK

Excavation in foundation in ordinary soil (loam, clay,sand) including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excavated earth into trench s or into into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in-charge upto a distance of 30m from the foundation trenches .Mannual(small work) PWD SOR (23-24)CH.4 SL. NO.1

Providing and laying cement concrete in 1:5:10(1 cement:5 fine sand :10 graded stone aaggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors with all complete. PWD SOR CH.5 SL. NO.1

R.C.C work with cement approved coarse sand and 2 cm (3/4”) gauge approved stone ballast in the proportion 1.1.5:3 (one part of Cement, one & half part of Coarse Send and three Part of 2 cm Stone Grit) in excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials labour and plant etc, required to proper completion of the work/strength of the concrete shell not be less than M-20 grade. PWD SOR 23-24 CH5 SR NO5.1.2

Reinforcement of Reinforced concrete of reinforced brick wor(When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. DSR 2023 5.22.6

Class -150 (Non modular brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work . PWD SOR23-24 CH.6 SL. NO.2

Construction of un-reinforced ,plain cement concrete pavement thickness as per design ,over a prepared Sub base with 43 grade cement or any other type as per Clause 1501.2 .2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, . sealant, near approaches t o bridge/culvert and construction Joints, admixtures as approved, curing of concrete slabs for '14 days, curing compund (where spec1f1ed) and water fin1sh111g to lines and grade as per drawing and technical specification clause 1501 .(For Agra) PWD SOR CH.05 SL. NO.12

P&F of inauguration stone board in all complete.PWD SOR25-26 SR NO33

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