Details: earthwork excavation in hard / dense soils foundation trenches or drains not exceeding 1.5 m in width and for wells, manholes and the like not exceeding 10 m2 on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil with in a lead of 50m etc., as required and as directed by the engineer-in-charge, complete plain cement concrete 1:4:8 nominal mix (using 170 kgs of cement per of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position tamping, finishing curing etc., as required and as directed by the engineer-in-charge complete. all labour and materials. supplying and fixing of gi pipes medium class as per is-1239 at site of work including loading, unloading and transportation etc., as directed by the engineer-in-charge, complete. all labour and materials. a) 65mm dia pipes
Sector: Harbor