Construction of Internal Roads (1st Phase) in Sector-5A at Mandola Vihar Yojna, Ghaziabad

Dag belling 15cm (6") deep in one line aligned with flags and jhandies as directed by Engineer-in-charge. (As per SOR-2022 SI No- 760)

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 Cm layers including remming and dressing the surface to required levels and slopes and also including 1.5 M lift and 30 M lead.The earth from cutting to be used in making embankment or to be deposited as spoil bank with-in 1000 M distance as directed by the engineer incharge .(SI NO 253 b)(By using hydraulic Excavator CK-90 and Tier with disposal upto 1000M) MORT AND H 301 (3.6) Unit=Cum Taking outut=360 Cum (Cartage up to 4.00 M)

Earth work in embankment mechanically compected to achieve 95% preoctors denesity including arrangement of water ,settlement and all T&Pcharges including roller and its fuel charges .(SI NO 260)

Granular Sub-Base with Close Graded Material (Table:- 400-1) (GSB) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause Table 401-1.

Wet Mix Macadam (G.B.)/W.M.M Providing and laying , spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete as per MORTH specification clause 406