Details: earthwork in foundation & plinth trenches within 50mtr initial lead, 1.5m initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 m in depth and as per direction of the engineer-in-charge. fiilling in foundation & plinth with sand, incl. watering & ramming as per direction of engr.-in-charge (unit-1 ) c.c.(1:4:8) with 40mm cbhg metal including cost,carriage and royalty of materials (unit-1 ) c.c / r.c.c work of m-20 grade with 20mm and down grade c.b chips including hoisting & laying including cost,carriage and royalty , tax of materials rigid & smooth centering & shuttering for cc works including false works and dismantling them after casting including cost of materials complete 12mm thick cement plaster in cm(1:4) over brick work with cement punning for skirting (unit-1 sqm) carriage excavated by truck within 5k.m. by mechanical load including loading and unloading charges etc.
Sector: Municipality