Widening (MU Rotary to Omicron 1A T-Point) Construction of RCC Protection Wall and Providing and Laying Interlocking Tiles, Grass Paver Block on 60 Mtr. Wide Road From 105 Mtr. Wide Road to Omicron 1A T-Point, 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 30m. lead the earth from cutting to be used in making embankment or to be deposited as spoil bamks with-in 30m. distance as directed by the engineer incharge excluding royallity. wherever applicable for small work or abadi area (where machine can not reach/move) SOR-20/253a

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 at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/GNIDA)

Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI - 15658-2006 SOR/ A.R. Grey Colour.

Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineerin- Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. DSR-18/16.91

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 using batching plant transit mixer & manual placing . MORTH-9.06 D/Case-II

PART-B (ROAD WORK)

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 30m. lead the earth from cutting to be used in making embankment or to be deposited as spoil bamks with-in 30m. distance as directed by the engineer incharge excluding royallity. wherever applicable for small work or abadi area (where machine can not reach/move) SOR-20/253a

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