Upgradation of road from Saroot to Bhatakhas by Way of balance Earth work cutting , ,Construction of 2.0 Mtr Span RCC Culvert Providing Laying of 150mm thick WBM Grade II ,75mm thick WBM Gr-III,Katch Drain in Km 1st RD 0 to Km 3rd RD 1000

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).

Random rubble masonary with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement:6 Coarse sand:12 graded stone aggregate 20mm nominal size)at plinth level with.Cement mortar 1:6 ( 1 cement:6 coarse sand)..All work up to plinth level.

Dry Random Rubble Masonary with hard stone in foundation & plinth using nallah stone with out bond stone

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completed thermo treated mechanical bars

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering . 1:2:4 ( 1 cement :2 coarse sand :4 graded stone Crushed aggregate 20 mm nominal size )

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

Edges of slabs and breaks in floors and wallsabove 20cm wide

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

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 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.

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 .

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

Sand avg. lead 48km by MT

Stone agg. Below 40 mm nominal size avg. lead 04 km by MT

Stone avg lead 04 km by MT

M/S Green Earth Constructions