Construction / Upgrdaation of Razvi Road at Bonpora Sheeri

Part "A" Pavement

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Supply & spreading of GSB/Nallah Muck to specified lines, grades & cross sections including watering dressing and consolidation with power road roller (8-10) ton capacity to reqired gradient and camber with loading unloading cost and cariage of materials upto site of work complete job as per MORTH specifications and directions of engineer in charge

Providing & laying of RCC spun pipes in position including earth work in excavation laying of pipes in position, testing jointing & re-filling of excavated materials, providing sufficient cushions over pipes including loading, unloading, & all carriages upto site of work complete. 12'' dia

Part "B" R/B Walls

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

Supply and filling of dry stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of materials from source to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand :12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)