Upgradation of Link road from Sain Baba Miran road to Higher Secondary School Islamabad by way of Walling, X-driange , Providing and Laying WBM Gr-II 75mm thick two layer WBM Gr-III 75mm thick

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( Not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits and the like not exceeding 10sqm on plan, depth upto1.5 mtr including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in

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

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

Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns , piers ,abutments,pillars, posts, struts, butteresses , string or laces , courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,sunken,floors , fillets etc. upto floor five level , excluding the cost of centring, shuttering and finishing.1:3:6 ( 1 cement :3 coarse sand :6 graded crushed stone aggregate 20 mm nominal size).using 20% stones.

Dry random rubble masonry with hard stone in foundation and plinth. Using nallah stone without bond stone.

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

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

Foundations, footings, bases of columns etc for mass concrete

Walls (any thickness) including attached pilasters,buttresses,plinth and string courses etc.

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

Masson

Mazdoor

Filling available excavated earth (excluding rock) in trenches plinth, sides of foundation etc. Layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 M (Behind R-Walls , Culverts , Abutments,Wing Wall,Cushion Over Hume Pipes) .

Preparation of Sub Grade by excavating earth to an average of 22.5 Cm depth , dressing to Camber and consolidation with road roller including making good the undulation etc and diposal of surplus earth uoto 50 meters

Providing and laying WBM-GR- II 150 mm thick (75 mm thick each layer) with broken Nallah/Crusher stone aggregate of 63 to 45mm size including screening of 13.2 mm size and using good earth as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriage all lead and lift for complete job.

Providing and laying WBM-GR- III 75 mm thick with broken Nallah /Crusher stone aggregate of 53 to 22.4mm size including screening of 11.2 mm size and usingcrusher dust as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriage all lead and lift for complete job.

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

Sand/Stone aggregate below 40mm nominal size avg lead 17 Km by M.T

Stone avg. lead 12 Km by MT

SUNRISE SELF HELP GROUP OF CONSTRUCTION