Providing and Laying Crate wire protection bunds 56 Nos Errection of DRSM Check dams 100 Cum Bag embankment 4000 Up-gradation of pond 01 No at Budnambal

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 56x16'x5'x1.375' = 61600 Cft or 174.43 Cum

Hand-packing stones in wire-crates; excluding cost of crates and stones 56x16'x4'x4' =14336 Cft Deduct 15% voids = 2150.40Cft Total: = 12185.60 Cft or 345.1 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 56x 16'x16' = 14336 Sft Lids 112 x4'x4' = 1792 Sft Total = 16128 Sft or 1498.33 Sqm

Construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site ) in trench with an average minimum depth of 6” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones & bond stones ,its carriage up to site of work, labour component ,supervision etc, complete job. (At Spots):-1x( 1.50m + 1.20m)/2 x 1.20m x 72.62m = 117.65 cum  D/d 15% voids = (-) 17.65 cum T= 100 cum

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