Estimate For Construction OF Boundry wall of Canal sub division Budhlada

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres

Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:-Up to 15.00 mtr Span

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal upto 450m

Pre cast concrete pannel M-30 for boundry walls including transpotation at site and installation in all respects on qoutation basis