aurangabad water supply scheme- providing barbed wire fencing from main gate to staff quarters at pharola wtp . , providing and erecting 1 . 5 mtr high wire fencing with seven rows of barbed wire support ed on mild steel angles of 50 x 50 x6 mm at 2 . 5 m center to center including excavation pits for foundation , fixing post in cement concrete of size 45 x 45 x 45 cm . fastening the wire and painting the mild steel angles with one coat of red lesad primer and two coats of paintinng etc comp . ( y type fencing over brick wall ) , providing , supplying and fixing in position green cloth sheet ----- etc comp . , market rate , providing and fixing mild steel grill gate with angle iron frame 65 x 65 x 10 mm with iron bars at 150 mm c/c and diagonal flats as per detailed drawing including hinges , pivot block , locking arrangement , welding , riveting and oil painting of three coats of approved shade ----- etc comp . ( weight of gate 35 kg/ sqm . ) , providing and supplying structural steel work in rolled sections like joists , channels , angles , tees as per detailed design and drawings -------- etc comp . complete . , ismb 100 for gate , excavation for foundation in earth soils of all types ------ etc comp . , providing and laying cast in situ/ready mix cement concrete in m15 of trap/granite/quartzite/gneiss metal for bed blocks , foundation blocks and such other items including bailing out water , steel centering , formwork , laying/pumping , compacting , roughening them if special finish is to be provided , finishing uneven and honeycombed surface and curing etc . complete . the cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only . newly laid concrete shall be covered by gunny bag , plastic , tarpaulin etc . ( woodencenteringwillnotbeallowed . ) , with fully automaticmic roprocessor base dplc with scada enabled reversible drum type mixer/concrete batch mix plant ( panmixer ) etc . complete . with fine aggregate ( natural sand / crushed sand vsi grade finely washed etc , item no . 4 excavation for foundation/pipe trenches in hard rock and concrete road by chiselling , wedging , line drilling by mechanical means or by all means other than balsting including trimming and levelling the bed . removing the excavated material upto a distance of 50 meter beyond the area and lifts as below , stacking as directed by engineer-in-charge , normal dewatering , excluding backfilling , etc complete by all means .