Details: part-a (laying of sewer line) excavation for depth upto 0.00-1.5 m bgl for laying sewer line , man hole and gully pits etc. in ordinary soil (earth sand and clay) i/c cutting of joints pits .trimming , dressing ,leveling , refilling of trenches in 20 cm layers , watering and ramming the same i/c removal of surplus earth of dismanteled materials upto a distance of 50 cm from centre .analysis rate excavation for depth upto 1.5-3.0 m bgl for laying sewer line , man hole and gully pits etc. in ordinary soil (earth sand and clay) i/c cutting of joints pits .trimming , dressing ,leveling , refilling of trenches in 20 cm layers , watering and ramming the same i/c removal of surplus earth of dismanteled materials upto a distance of 50 cm from centre .analysis rate providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm. nominal s
Sector: Urban Authority