Details: earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by twad board officers.a.hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney eart a) first depth of 2m b) second depth of 1m c) pipe line cement concrete 1:4:8 ( one of cement, four of sand and eight aggregates) using 40mm hbgs for leveling course including the cost of mixing, curing etc., complete as directed by officers. supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for rcc items using ms angles of size 25mm×25mm×3mm of boarding, laid oversilver oak joints of size 10cm × 6.5cm speced as 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., completed and as directed by officers.
Sector: RDPR