Construction of road from Main road to Kamriwala Sarhooti in Km 1st RD 0 to 150 by way , Providing and laying of 02 No 0.90 mtr dia RCC H.P Culvert ,R/Wall and B/Wall

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, depth up to 1.5 mtr. Including disposal of excavated earth up to 1 mtr. from cutting edge, disposed earth is to be leveled neatly dressed in: all kinds of soil .

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. 1:5:10 (1 cement :5 coarse sand :10 graded stone crushed aggregate 40 mm nominal size) .

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering 1:3:6 with ( 1 cement :3coarse sand :6 graded crushed stone aggregate 20 mm nominal size) using 20% stones.

Random rubble masonary with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement:6 Coarse sand:12 graded stone aggregate 20mm nominal size)at plinth level with.Cement mortar 1:6 ( 1 cement:6 coarse sand)..All work up to plinth level.

Stone filling including cost of stones. In horizontal on level .

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

Centring and shuttering including strutting propping etc. and removal of form for :-

Foundations, footings, bases of columns etc for mass concrete

Providing and laying non-pressure NP2 class ( light duty) 900 mm dia R.C.C H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc complete ( Recovery rate of 8'-0" length pipe @ Rs.13500+ Taxes ) supplied by the department

Carriage of material by M.T incl loading/unloading & stacking complete

Sand avg. lead 32 km by MT

Stone agg. Below 40 mm nominal size avg. lead 14 km by MT

Stone avg lead 09 km by MT

M/s shafiq constt

mohd aslam khan

SHAZAD SHABNAM