GRAM SABHA HADIYADIH ME TALAB KA VISTARIKARAN KARYA

Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253

Concrete with 4 Cm. gai Fine sand of 1.25 F. M. and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of ige brick ballast, all materials, labour and tools and plants etc. required for proper completion of the work.S.I. No. 273

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing and laying of Rubber moulded Red color interlocking concrete block pavements having thickness 80mm including leveling & dressing of surface to required level & slope, spreading & moisting 30mm thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawing and technical specification clause 1504

Providing and laying of Rubber moulded grey color interlocking concrete block pavements having thickness 80mm including leveling & dressing of surface to required level & slope, spreading & moisting 30mm thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawing and technical specification clause 1504

Construction of unreinforced dowl jointed at expension joints only with m 30 grade per Technical Specification Clause 1501

Supply and fixing of Railing including all complete