Construction of Dug well for lift Irrigation scheme at Zomal Wanla(Under SDP)

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil a)All kinds of soil :-70%

b)Ordinary rock:-30%

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. A)All kinds of soil:-70%

b)Ordinary or hard rock:-30%

Dumping stone including cost of stones in Horizontal on level

Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid with bond stone

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

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

b)Suspended floors, roofs, landings, balconies and access platform

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones and cost of wirecrates carriage complete job

Carriage of material by MT from source to site of work, incl. loading, unloading complete a)Cement an avg lead 115km

b)Sand an avg lead 50 km

c)Stone Agg an avg lead 50 km

d)Stone agg an avg lead 10km