CONSTT OF FENCING OF LOWER HS SHARERNA Pyt SHARERNA Block GHAT

Amount

Earth work in excavation by manual 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:

Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone . INCL ALL CARRIAGES

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) INCL ALL CARRIAGES

Extra over stone masonary for spr str.

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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 20 mm nominal size) INCL ALL CARRIAGES

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 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) INCL ALL CARRIAGES

Centering and shuttering including strutting, propping etc. and removal of form work

20mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) incl all carriages

CIB (citizen information Board ) size 4'00"x5'00"x0'9" (above plinth level) with tepered top having 20 degree slope in Brick Masonary(1:4) including plaster , paint, lettering and logos as per instruction of Engineer -in-charge including carriage of material. ( complete job)

KARTAR SINGH KOTWAL