CONSTRUCTION OF ROAD FROM KARSAL(POUNI) TO SC BASTI LAIR UNDER STATE CAPEX BUDGET.

Earth work in excavation by mechanical means 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 50m from cutting edge. All kinds of soil

Providing and laying cement concrete of 1:5:10(1 cement : 5 coarse sand: 10 graded stone aggregate 40mm nominal size) grade excluding thecost of centering and shuttering. All work upto plinth level(Crushed stone aggregate 40mm)

Providing and laying cement concrete of 1:3:6(1 cement : 3 coarse sand: 6 graded stone aggregate 40mm nominal size) grade excluding thecost of centering and shuttering. All work upto plinth level(Crushed stone aggregate 20mm) with 20% boulder

Random Rubble masonry with hard stone from nallah in foundation and plinth including leveling up with cement concrete1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate20mm nominal size) at plinth level and curing complete with cement mortar 1:6

Dry Random Rubble Masonry in foundation and plinth without bond stone.

Hand Packing stone filling behind R/wall including supply of stone

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

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level thermo-Mechanically Treated bars of grade Fe-500D or more

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

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc

Centering and shuttering including strutting, propping etc. and removal of form for: Roofs, suspended floor etc

Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slab , walls and break in floors. under 20 cm wide

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Providing and laying River bed material in berms layers not exceeding 20 cm in depth incld. Rolling, watering, and consolidation with power road roller of 8-10 tonne all leads lifts carriages complete

Carriage of Sand for Avg Distance of 25 km by MT

Carriage of Aggregate for Avg Distance of 25km by MT

Carriage of Boulders 10 km BY MT