Construction of Service Road and Drain Along Sigma III Opposite Naton ki Mandhaiya, Greater Noida.

BOQ

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 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work of abadi area (where machine can not reach/move) SOR-20/253A

Excavation in foundation in ordinary soil (loam,clay or sand) icluding lift up to 1.50 m. and lead up to 30m. and including filling watering and ramming of excavated earth into the trenches or into the space 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 ( where machine con not rech/move). for building work only SOR-20/251a

Carriage/disposal of earth (sludge) by mechanical transport including loading, unloading and stcking lead upto 3.0 km. (SOR/AR/GNIDA)

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR-2018/16.1

Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 MORTH-401

Wet mix macadam (plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 as per technical specification clause 406 of morth

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common brunt clay F.P.S (non modular) bricks of class designation 75 (DSR-2018/16.7.1)

Supply of R.C.C. Hume pipe NP-3 (S&S Type) ISI Marks S.O.R.38.1

350 mm dia NP-3 pipe RCC pipe