Upgradation of Road from Saran Walli Patti to Patrara Km 1st RD 0 to 800 by way of Balance Earth Work in cutting ,Providing and laying of 0.90 mtr dia H.P Culvert ,Construction of Walling in different locations Providing Laying of 150mm thick W

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, disposed earth to be leveled and neatly dressed. Classification of soil : All kinds of soil 50% ,ordinary rock = 30% & Hard rock =20% ( requiring blasting)

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)

Dry random rubble masonry with hard stone in foundation and plinth. Using nallah stone with bond stone.All work up to plinth level.

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 .

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 40 km by MT

Stone agg below 40 mm nominal size avg. lead 05 km by MT

Stone avg lead 03 km by MT

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.

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