Providing and Laying Crate wire protection bunds 40 Nos Bag embankment 4000 Construction of Crib Structure 10 No and Up-gradation of natural Spring 01 No

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 meter beyond 1m from cutting edge 40x16'x5'x1.375' = 4400 Cft or 124.50 Cum

Hand-packing stones in wire-crates; excluding cost of crates and stones 40x16'x4'x4' =10240 Cft Deduct 15% voids = 1536 Cft Total: = 8704 Cft or 246.5 Cum

Carriage of stones average lead of 250 m by head load (to be paid as per actual) quantity vide item No 2

Supply of crate wire mesh (4”x4”) 4mm, including carriage up to site of work 40x 16'x16' = 10240 Sft Lids 80 x4'x4' = 1280 Sft Total = 11520 Sft or 1070.23 Sqm

Supply of empty jute bags of superior quality well knitted without any damage including sewing the same after filling complete job 4000 no

2 Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Jute bags: 1’-6”x4”x2’-6”= 1.23 cft or 0.035 cum x 4000 =140 cum

Carriage of empty bags/ hessian bags average 20 km by MT & 500m by HL = 4000 no