Name of Work:- Construction Work Of CEMENT CONCRETE Road And Drain In Ward 13 From PAWANGUPTA HOME TO PRASHANT PLOT .
Sl. No.
Item Description
1
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
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Earth work in Filling with ordinary Soil upto km-5 lead and carted, compacted Including all Charges with all complete
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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
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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 SOR CH.6 SL. NO.2
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12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. PWD SOR CH.13 SL. NO.1
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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
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Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 nominal size
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P&F of inauguration stone board in all complete.
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