Work no-07 Ward no -45 karheda me sukhpal singh se arun chauhan ke makan tak nali avm interlocking tiles sadak nirman karya

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm.layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. cartage up to 8km. item no-253(a)

Concrete with 4 cm. gauge brick ballast, fine sand of 1.25 F.M. and cement. In proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As in item no- 273

M-150 Brick Work in 1:4 cement & coarse Sand 2.20 F.M. Mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. Item no-305 (a)

12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm. Including supply of all materials, labour, tools & plants etc. required for proper completion of the work.New item no-584

Cement Concrete with 4cm guage approved stone grits, Coarse sand & cement in the materials, labour Tools & plants etc. required for proper completion of the work.item no. 279(a)

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape as necessary inclding bending for proper complition of the work and including supply of all steel & wastage, bend, hooks and authorised overlapping hall be measured. item no-504

R.C.C. Work with cement, approved coarse sand & 2 cm guage approved stone grit in proportions of 1:2:4 in lintels of door & windows excluding supply of reinforcement and its bending. But including its fixing and binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. item no-283

Construction of granular sub base (GSB) by providing well graded material spreading in uniform layers with mortar grade on prepared surface mixing by mix in place method with rotavetar at OMC compacting with smooth wheel roller to achive the desired density. complete as per technical specification clause 401.(from MORD data book)

Laying & supplying of 80 mm precast cement concrete I -shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. Cement , smoot high gloss finish, skid resistant manufactured from rubber moulds through vibro- compression mechanism . The compressive strength of concrete paver block shall not be less than 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge. But excluding UP TT which shall be paid extra as rules. as per item no 9

I-shap interlocking Gray Tiles @ 70%