Construction of crate wire protection bunds at Chellam Yeareth.

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5m in width as well as 10Sqm on plan including getting out and disposal on excavated earth lead up to 50m and lift upto 1.5m, as directed by in-charge. 37Nos17’-0'' x 5’-6’’x0 -6’’= 1729.75cft or 48.98 Cum

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly);including cost of stones but excluding cost of wire crates 37Nos 16’-0''(5'-0''+3'-0'')x 4’= 9472 cft 2

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and biding top after filling; excluding cost f filling; stones and weaving materials 1Nos x 37x 4.87x 0.15 = 27.02 Sqm 2Nos x 37x 1.22x 0.15 = 13.54Sqm = 40.56Sqm

Carriage of Stones by Manual means for an average lead upto 100 mtr from road to working site.

Carriage of stone by mechnical Transport for an average lead upto 20 Km

Carriage of crate wire mash/lides 16'x16' having (4"x4")mesh of 4mm dia from Leh to Chellam Yerath for an average lead upto 150 Kg approx.

Cost of Crate Wire mesh/lides of Galvinised wire 16’x16’Having (4”x4”) mesh of 4mm dia. Crate 37 Nos x 16'x 16' = 9472 Sft Lides 37 Nos x 4' x 4' = 592Sft Total = 10064Sft