Permanent Restoration of road from Hubbi to Bagyalkot, Pkg No. JK12-3050,

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

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)

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 1:3:6 with 15% boulders (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Polygonal/Random Rubble Masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth with Cement mortar 1:6 (1 Cement : 6 coarse sand)

Polygonal/Random Rubble Masonry Laid Dry uncoursed brought to course in foundation and plinth With bond stone.

Providing and laying Coping/flooring 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Back filling behind R/wall Abutment wing wall Return wall with available stone from earthwork complete as per drawing & technical specification clause 1204.3.8 labour rate.

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings etc. mass concrete.

Providing & filling hand packed stones in wire crates including cost of stones and crates (NSI)

P/L RCC NP3 PIPES OF 1000MM DIA CULVERT AS PER SPECIFICATION