tender for advance action work (ditch fancing, trench, talai) balai ka kuaa 50ha. - wrd bsr/5.1.1 ditch fencing: size-1.50m. at base,0.90m. at top and 1.20m. high(rates are for volume including voids) by mechanically1000 rmt excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect soft/loose soil 400rmt 2 wrd bsr/5.1.2 excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect hard / dense soil 200 rmt 3 wrd bsr/5.1.3 excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect hard soil mixed with kankar / boulders, morrum400 rmt 4 wrd bsr/5.1.3 digging of contour trenches of size 0.45mx0.45m,(rates are for volume including voids) laying of dug up soil on lower slope,removing boulders from it. 3000 rmtexcavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect hard soil mixed with kankar / boulders, morrum3000 rmt 5 wrd bsr/5.1.3 digging of staggered trenches(sgt)(size 1.05+0.45)/2x0.60m = 0.45 cum )separating stones from dugup soil , making mounds of the soil and dressing.6000 rmtexcavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect hard soil mixed with kankar / boulders, morrum2000 rmt 6 fpr project jpr 2022 page 13 earth work for bund/embankment in dry or moist soil with the help of tractor attached with scarper including laying in layers of 15 cm breaking of clods, sorting of grasses pebbles etc. and dressing in required profile when compacted manually/ within initial lead of 30m and lift of 1.50m rate oftractor (35-40 hp) with pol & scraper (excluding charges of watering& compaction) in hard soil 2 nos 7 frp-ch-vi-14 rehandling and filling with excavated earth in 20cm layers including watering ramming , levelingand dressing etc. complete with lead up to 50mt. and lift up to 1.5m 8 construction of water point