Details: earthwork excavation for foundation in all soils and sub soils except in hard rock requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m inclusive of shoring, shuttering, bailing out water wherever necessary, refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth within the compound in place shown by the departmental officers and clearing and levelling the site etc,. complete. plain cement concrete in 1:5:10 [one cement, five m-sand and ten course aggregate] using 40mm size hard broken/machine crushed granite stone jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification. brick work in cm 1:5 mix using best second class ground moulded chamber burnt bricks 9"x4½"x3" having 350 kg/cm² compressive strength and 15% or less water absorbent in the perio
Sector: Municipality