Ward 13 mohalla munnalal mai sonu ke makan se mahrudeen ke makan tak c.c. road or nail nirman ka karye

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site. spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 10 as per Technical Clause Specification 301.5(Earth work with 10.000 km Lead) as per analysis as per analysis

Cement Concrete with 40mm gauge Brick Ballast, f.s. and cement in proportion 10:5:1, DSR 4.2.8.A (DSR Factor 6912.45x0.757x108/107 <<=5281.62

Bnick masonry work in 1:4 cement mortar in substructure complete excepting pointing and 3 plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 as per analysis

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 as per analysis

C.C. 1:2:4 in cement coarse sand and grit 2 cm. gauge in cc road DSR 4.1.3 (DSR Factor 7878.50x0.757x108/107 = 6019.76

Construction of granular sub- base by providing well graded 6 material, spreading in uniform layers with motor grader on prepared surface., mixing by mix in place method with rotavator at OMC, and compacting with smooth

Construction of un-reinforced, and construction joint only, 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 M30 (Grade), coarse

M.S crossing complete item

S/F of sign board complete item