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
2
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.
3
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).
4
Proving and laying of interlocking concrete block pavement having compressive strength 300 mpa thickness 80 mm as per drawing and technical specification clause 1504
5
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)
6
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.) Please Enable Macros to View BoQ information
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