Construction of wire crate work to check the erosion down stream side of RCC Dyke near Mela ground in Tehsil Ghumarwin Distt Bilaspur SH Providing and laying C C 1 3 6 in the base of wire crate construction of wire crate from RD 0 to 23 25

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge.(a) (Pick Work).

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centering, shuttering,strutting and propping etc. with wooden battens ballies, height of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:-

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters,buttresses,plinth and string courses and the like and to the entire satisfaction of the Engineer in Charge.

Providing and laying cement concrete 1:3:6 ( One cement : 3 sand : 6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer in Charge.

Wire crates made of GI wire filled with boulders with square cut faces against the wire ( wire crates to be measured and paid for separately) as per the direction of the Engineer-in-charge.

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (boulders filling to be measured and paid for separately) with G.I. wire 5 mm thick (corresponding to SWG-6) of 15x15 cm mesh as per the direction of the Engineer-in-charge.