Construction of road by way of balance Earth Work Cutting , Walling,B/Wall ,Providing and Laying of 600mm dia Hume Pipe Culvert in different location ,Providing and Laying 150mm thick WBM Gr-II on Simluwala Kalai Top to Moori Duprian Khanater

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Complete Job.

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 bottom lift upto 1.5m,including getting out excavate earth and disposal of surplus excavated earth as dirested: All kinds of soil .

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 : 1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size )

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 : 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size).With 20% 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,buttreses,plinth and string courses etc.

Dry random rubble masonary (Nallah) with hard stone in foundation and plinth. Without bond stone

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in 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.

Dumping stone including cost of stones. On Horizontal on level

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 job.

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

Sand /Stone agg.below 40 mm nominal size avg lead 12 Km by M.T

Stone avg lead 12 Km by M.T

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.

ZAFFAR AHMED

MOHD IKHLAQ

Asif Iqbal

Mohd Javid Iqbal

MOHD AKRAM CONTRACTOR

SHAZAD SHABNAM

M/S Masood Ahmed

BASHIR AHMAD

MANIER HUSSAIN

AKHTAR HUSSAIN

SHAKEEL AHMED

CHOWDHARY BASAT IQBAL