Construction of Paver Block in Dredger complex and R/Side of Balancing Reservoir from BR Office complex to Steel bridge over Suketi Diversion Channel Phase one

Scarifying Existing Bituminous Surface to a depth of 50mm by Mechanical Means. (Scarifying the existing Bituminous Road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead up to 1000 meters).

Excavation for Roadway (By Mechanical Means) (b) Excavation for roadway in soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts up to 100m including trimming bottom and side slopes as per technical clause 301 of MORT&H specifications

Compaction of Earth work (c) Compaction of earth work & Preparation of sub grade including loosening, levelling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density Compaction of Earth work (c) Compaction of earth work & Preparation of sub grade including loosening, levelling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) as given in the Table 300-2 as per technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cement Concrete 1:4:8 With stone ballast 20mm gauge. Mixing by mechanical means using concrete Mixer volumetric type Extra for vibrator

Providing and laying 80 mm thick factory madecement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.

Cement Concrete 1:2:4 (For Interlocking for paver block and side drain toe wall) mixing by mechanical means using concrete mixer volumetric type

Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete (For reinforcing slab at booster pump).

Please Enable Macros to View BoQ information