tender for construction of main road in ward-56 vishnu enclave. - s/l p:c:c (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ as per pwd sor 2022 page no 18 si no 5.01 item no 273 } 2 first class brick work in (1:4) cement & four coarse sand 2.20 f.m. morter in foundation and plinth and t&p etcall completed as per the direction of engineer - in - charge. (as per pwd sor 2022 page no 20 si no 6.05 item no 305 (a) 3 earth work in embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. the earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(as per pwd sor 2022/231( a)+253 (a) s i no-4.03. 4 s/l of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . as per pwd sor 2020 rmr 5 s/l of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . as per pwd sor 2020 rmr 6 supply of screening material with stacking for measurmentetc all complete as per the direction of engineer in-charge .as per pwd sor 2020 rmr 7 consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2/3 as per technical specification clause 405. as per pwd sor 2022 20.2.1 8 supply & laying 80 mm thick precase cement concreteinterlocking paver block (grey color) with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of o.p cement smoothing gloss finish,skid resistant manufacturered from rubber moulds. rmr 9 gst