Upgradation of Awan to Charoon road by Way of 900 mm diad Hume Pipe Culvert and Providing Laying WBM Gr-II and WBM Gr-III 75mm Each Layer in Km 1st Km 2nd

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).

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

Foundations, footings, bases of columns etc for mass concrete

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

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

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 235 km by MT

Stone agg. Below 40 mm nominal size avg. lead 20 km by MT

Stone avg lead 10 km by MT

Slip Clearance : in soils;mixed with moorum/Kankar/Shngle/boulders;disposal lead upto 50m and lift upto 1.5m including carriages, octroi, sale tax, service tax all lead and lift for complete job.

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the unduations etc. with earth or quarry spolis etc. and rerolling the subgrade.

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 .(NSI)

Providing and laying WBM-GR- II 75 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, all lead and lift for complete job.(NSI)

Providing and laying WBM-GR- III 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 carriages, octroi, sale tax, service tax all lead and lift for complete job .

SALEEMA BI

M/s shafiq constt

ZULAFKAR AHMED

Aman Ullah