LAYING OF CRATE WIRE STRUCTURE DRSM CHECK DAMS CONSTRUCTION OF WATER HARVESTING POND (1 NO) AT CHETIBANDAY-B BANDIPORA UNDER CAMPA BUDGET Dist. Bandipora

Amount

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: in all kinds of soil 1m from cutting edge 1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x 37= 62.9 cum 2

Hand-packing stones in wire-crates; excluding cost of crates and stones 16’-0”x4’-0”x4’-0’=256cft or 7.25cum Deduct 15% voids = 1.08 cum T= 6.17 cum x 37 = 228.29 cum

Carriage of stones average lead of 600 m by head load Qtty vide (3) =228.29cum

Supply of crate wire mesh (4”x4”) including carriage up to site of work 1x 16’-0”x 16’-0”= 256 sft Lids 2x 4’-0”x4’-0”= 16 sft 288sft @ 220gram / sft = 63.36kgx 37= 2344.32 kg

CONSTRUCTION OF DRSM CHECK DAMS AT CHETIBANDAY-B ZONE BANDIPORA DISTRICT BANDIPORA

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 149m = 241.38 cum D/d 15% voids = (-) 36.2cum ----------------------------- T= 205.18cum or say 205cum

CONSTRUCTION OF WATER HARVESTING POND (1 NO) AT CHETIBANDAY-B BANDIPORA

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth up to 1.5mtr. including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled and neatly dressed 2x20’-0”x2’-0’x2’-0” = 160cft 2x18’-0’x2’-0’x2’-0’ =144 cft ------------- 304cft or 8.6cum

Earth work in bulk excavation by mechanical means (hydraulicexcavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5 m, as directed by Engineer-in-Charge. ½ x22’-0”x22’-0”x 4’-6” = 1089cft or 30.84cum

Laying/Dumping of soling stone in horizontal excluding cost of stones Qtty vide (1)= 152sft x 6”’ = 76cft Bed = 18’-0”x18’-0”x6”=162cft --------------- 238cft or 6.74cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. a) 1:4:8 (1 cement: 4 coarse sand :8 graded stone aggregate 40mm nominal size) crushed Qtty vide (2) = 476x4”= 157.08cft or 4.44cum

b)1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed 2(20’-0”+18’-0”)x(1’-0”+1’-9”)/2x 4’-6” = 470.25cft or 13.31cum

Centering and shuttering including propping, strutting etc. & removal of form for; walls (any thickness) including attached pilasters, buttresses, plinth & string courses 4x18’-0”x4’-6”= 360sft or 33.45sqm 4x25’x3’= 300 sft or 27.88sqm t= 61.33sqm

15mm cement plaster of mix 1:4 ( 1 cement : 4 Course sand) (wall) =4x18’-0”x4’-6” = 324sft Top= 2x(20’+18”)x1’= 76 sft t=400 sft or 37.17sqm

Carriage of different materials from source to site of work

a) sand average 25 Km by MT & 500m HL

b) Stone aggregate average lead of 25 km by MT & 500m HL

c) cement average lead of 25 km by MT & 500m by HL

M/s Mohd Ashraf Mir

Waseem Bari Shah

SABA FAROOQ

M/s Mohammad Isrial Mir Gojar

HILAL AHMAD MIR