Construction of Road from Ronda to Sarsai

All kinds of soil :

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 :

RANDOM RUBBLE MASONRY 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) Quarry

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Quarry

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Supply and Filling of 2nd class stones duly hand packed i.e on horizontally behind wall/abutments, including all carriage complete.

Supplying and stacking and laying of WBM G1 (90-45mm) size including Screening and binding materail Consolidation at OMC with PRR of 8-10 tonne capacity to requried gradient and camber as per Morth specification. All inclusive with cost and carriage of all involved material upto site of work complete job

Providing & laying of RCC pipe 450 mm dia, including earth work cutting, cushioning and then laying of pipes in proper position to required gradient and camber, including dressing, watering, compacting with all cost and carriage of material complete job 40"Φ