tender for interlocking road and drain from santram house to nand lal house np sidhauli - earth in cutting or embankment in ordinary soil excavation tobe done form of regular pits not exceeding 1/2 m. in depth and work of embankment to be in 20cm. layers including ramming and dressing the surface to required levels and slopes and also including i.5 m. lift and 30m leadth cutting to be used in making embankment or to be deposited as spoil banks with in 30m. distance as directed by the engineer in change. carted from 5.00km distance 2 exavation in foundation soil(laom clay or sand) including 1.5 m. lift and 30 m. lead & including filing watering and ramming of excaveted earth in to the trencheses or in to the spacebetween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed engineer in charge up to distance of 30 m. from foundation trenches. 3 provoding and laying in cement concrete 1:6:12 (1 cement : 6 fine sand : 12 graded brick aggregate 40mm. nominal size) and curring complete including cost of form work in foundation and floors. under wall 4 class-150 bricks work in 1:3 cement coarse sand mortar in foundation & plinth including supply of all materials, labour & tools & plants etc. required for propercompletion of the workboth side wall 5 rcc work with cement approved c/sand &20mm approved stone blastin the proportion 1:2:4 with all comp. 6 mild steel or iron in plane worksuch as reinforcement brick work (when not wrought to include in over all rate) with all comp 7 steel reinforcement for rcc work including stright lenthing, cutting welding etc. 8 12 mm thick plaster with cement &f/sand in 1:4 including sully of all materials labour and t & p etc. required for proper completion of the work 9 consturction of granular sub- base by porviding well graded material, spreading in uniform layers with motor 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 techncial specification clause 401. 10 25mm cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 grade stone aggregate of size 12.5 mm and below) finished with floating coat of neat cement 11 providing and laying of concrete block pavement having thickness 80 mm as per drawings and techncial specification clause 1504 12 sign board