Details: earthwork excavation in hard soil 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. c.c.(1:3:6) with 40mm hbhg metal including cost,carriage and royalty of materials . c.c.(1:2:4) with 12mm hbhg chips including cost,carriage and royalty of materials . shuttering works for mass concrete incl. supply of ties supports rigidly fixed and removal incl. making good to the damaged surface where necessary with all scaffciding gangway etc. and cost and conveyance of materials and labour t&p etc. complete in all respect as directed by the engg-in-charge. sign board & photograph
Sector: Municipality