Upgradation of Link road from Buffliaz Murrah road to Mohalla Mir via Govt. High School Taranawali,Surankote, Length 1.20 Km by way of Providing and Laying 600mm dia Hume Pipe Culvert,Edge of Wall,75mm thick WBM Gr-II

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

Supply and filling of river bed material in layers not exceeding 20 cm in depth,rolling each layer with power road roller including carriage from source to site of work loading un-loading stacking laying watering ,dressing etc complete job .

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).

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 with bond stone.

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 , butteresses , plinth and string course

Providing and laying non-pressure NP2 class ( light duty) 600 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.

Prepartion of subgrade 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 disposal of surplus earth up to 50 metres 50% surface average of road .

Providing and laying WBM-GR- II 150 mm thick 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 carriages, octroi, sale tax, service tax all lead and lift for complete job.

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

Sand/stone agg.below 40mm nominal size avg. lead 04 km by MT

Stone avg lead 04 km by MT

Naiz Ahmed

TAZARAT HUSSAIN

Abdul aziz contractor