CONSTRUCTION OF BREAST WALL AT SHAMSHAN GHAT CHANDOOSA SIKHPATI BARAMULLA

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 All kinds of soil : 1m from cutting edge 1x50’-0”x 2’-6”x2’-0”= 250 cft 1x 100’-0”x 3’-6”x 3’-0” = 1050 cft Drain = 150’-0’x3’-0”x2’-0”= 900 cft T= 2200cft or 62.3 cum

Providing and laying soling stones in horizontal including ramming , watering & cost of stones complete 1x50’-0’x 2’-6”x 6”= 62.5 cft 1x100’-0’x 3’-6”x6”= 175cft Drain = 150’-0’x3’-0”x6”= 225cft t= 462.5 cft or 13.09 cum B/wall= 100’-0”x (4’-0”+1’-0”) x 10’-0”= 2500cft or 70.8 cum T= 83.89cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work up to plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Qtty vide (2) = 85.96 sqm x 0.10m = 8.59 cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 coarse sand : graded stone aggregate 40 mm nominal size) using vibertors 50’-0”x (1-3”’+2’-0”)x (4’-0”+8’-0”) = 487.5cft 2 2 100’-0”x(1’-3”+3’-0”) x (15’-0”+8’-0”) = 2762.5cft 2 2 Drain= 2x150’x 1’-6”x1’-0”= 450cft bed = 150’-0” x 1’-0”x4” = 49.5 cft T = 3749.5cft or 106.18cum

Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 1x 50’-0”x(4’-0”+8’-0”) = 300sft 2 1x100’-0”x (8’-0”+15’-0”) = 1150sft 2 Drain = 2x 150’x1’-6”= 450sft T = 1900 sft or 176.57 sqm

Carriage of different materials from source to site of work a) Sand average 22 KM by MT & 300m by HL Qtty vide (3,4,6)= 51.64cum

b) Stone aggregate average 22 Km by MT & 300m by HL Qtty vide (3,4)= 103.29 cum

c) Cement average 22Km by MT & 300m by HL Qtty vide (3,4,6)= 24.81 MT

d) Stone average 22 KM by MT & 300m by HL Qtty vide (2) = 83.89 cum

MOHAMMAD ABBAS KHAN