Turip Additional Allocation for KNMT

Amount

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete

Plain Cement Concrete 1:4:8 Mix (one part cement, four part M-Sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.

Centering for soffits of PCC Plain Surface works including all cost and conveyance of materials to site and all labour charges etc, complete.

P.C.C 1:2:4 mix (One part of Cement, two part of Sand and four part of Aggregate) using 20mm HBG ISS metal including all cost and conveyance of materials to site and all labour charges etc, complete.

Supply,Delivery and Fixing of Bitumen Pad including all Labour Charges etc.complete.

P.C.C 1:1.5:3 mix (One part of Cement, 1.5 part of Sand and three part of Aggregate) using 20mm HBG ISS metal including all cost and conveyance of materials to site and all labour charges etc, complete.