Construction of Retaining Wall and Toe wall at Bajak to Ghudda Road

Subhead-1: CONST. OF (8.00 Feet) (2.44 Mtrs) HIGH BRICK WORK RETATINING WALL

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. as per CSR 6.6

Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 10.12 a(ii)

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth as per CSR 11.7

Plain Cement Concrete 1:2:4 complete as per CSR 10.12

12.5 mm thick cement plaster 1:4 as per technical specification CSR 15.9

Supplying and Fixing of 4" dia PVC pipe for weep Holes (CSR 21.35)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) as per CSR 9.1

Subhead-2: CONST. OF (5.5 Feet) (1.68 Mtrs) HIGH BRICK WORK RETATINING WALL

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. as per CSR 6.6