baleli

Earth in embankment in ordinary soil , excavation to be in regular pits not exceeding 0.50 m in depth earth work in embankment to be in 20 cm layer, including ramming and dressing the surface to required levels and slope, and also including 1.50 m lift and 30 m lead as per S.I. No. 253

Concrete with 4 cm gauge brick ballast, fine sand and cement in foundation and under floor in pro-portion of 12:6:1 including supply of all material labour T&P etc. required for proper completion of work as per S.I. No. 273.

First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material and labour required for proper completion of work (P.W.D. SI No. 305).

Proving and laying of interlocking concrete block pavement having compressive strength 300 mpa thickness 80 mm as per drawing and technical specification clause 1504

Cement concreate work in proportion of 1:2:4 cement, coarse sand and gauge approved stone grit 20 mm including supply of all material, labour and T&P. as per SI No. 279(i)

Supply & Fixing of sign board of Stone/marble fixed with brick work or 1.20X0.90 Mtr. With M.S. Sheet of 18 BG made of angle iron post 2 Nos. of 1.20 Mtr. In horizontal and 3.05 mts. In vertical of size 40X40X5 mm & flat Iron for cross 02 No. 40X5 mm with complete letter writing as per drawing (Rate sanctioned by SE RED Bly.)