75/2025

Earthwork excavation for Open excavation and depositing on Bank within initial lead of 10mt and initial lift of 2mt in hard stiff clay ,stiff black cotton hard red earth shales murrams gravel stoney earth and earth mixed with small size boulders and hard gravelly soil except rock etc., complete complying with standard specification.As per SS 20 B TNDSS NO 23&24 VI (S2 ),VII 9,10

Earthwork excavation for foundation and depositing on Bank within initial lead of 10mt and initial lift of 2mt in hard stiff clay ,stiff black cotton hard red earth shales murrams gravel stoney earth and earth mixed with small size boulders and hard gravelly soil except rock etc., complete complying with standard specification.As per SS 20 B TNDSS NO 23&24 VI (S2 ),VII 9,10

Clean and removal of Cement plaster from wall and removing of depris the rate including cost and conveyance of all materials to work site and labour charges etc., complete complying with standard specification.

P.C.C.1:4:8 mix using 40 mm metal and the rate including cost and conveyance of all materials to work site and labour charges etc., complete complying with standard specification.

P.C.C.1:2:4 mix using 20 mm metal and the rate including cost and conveyance of all materials to work site and labour charges etc., complete complying with standard specification.

Upto 1.00 m height

Above 1.00 m height

Plain Cement Concrete 1:3:6 Mix (one part cement, three part sand and six part of aggrigate) using 40% of 40mm size and 60% of 20 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. Complying with std. specification

R.C.C.1:11/2:3 mix using 20 mm metal and the rate including cost and conveyance of all materials to work site and labour charges etc., complete complying with standard specification.