LAYING OF CRATE WIRE STRUCTURE DRSM CHECK DAMS AT DARDPORA. ARIN 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 x25= 42.5 cum

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 25 = 154.25 cum

Carriage of stones average lead of 600 m by head load Qtty vide (3) = 154.25

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 25= 1584 kg

CONSTRUCTION OF DRSM CHECK DAMS AT DARDPORA ARIN 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. Qty..199 CUM (At Spots):- 1x( 1.50m + 1.20m)/2 x 1.20m x 144.9m = 234.73 cum D/d 15% voids = (-) 35.2cum ----------------------------- T= 199.53cum or say 199cum

LAYING OF EARTHEN BAG EMBANKMENT AT DARDPORA. ARIN BANDIPORA

Supply of empty cement bags Qtty = 1 x 20000 no = 20000 no

sport 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. 0.30mx0.25mx0.40m = 0.036 cum x 20000 no = 720cum Excavating, supplying and filling of local earth (including royalty)by mechanical tranm

Carriage of empty cement bags average 20 km by MT & 500m HL Qtty = 1 x 20000 no = 20000 no

CONSTRUCTION OF WATER HARVESTING POND (2 NO) AT DARDPORA. ARIN 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 2x25’-0”x2’-0’x2’-0” = 200cft 2x23’-0’x2’-0’x2’-0’ =184 cft ------------- 384cft or 10.87cum

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 x27’-0”x27’-0”x 4’-6” = 1640.25cft or 46.45cum

Laying/Dumping of soling stone in horizontal excluding cost of stones Qtty vide (1)= 192sft x 6”’ = 96cft Bed = 23’-0”x23’-0”x6” = 264.5cft --------------- 360.5cft or 10.20cum

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) = 721x4”= 237.93cft or 6.73cum

b)1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed 2(25’-0”+23’-0”)x(1’-0”+1’-9”)/2x 4’-6” = 594ft or 16.82cum

Centering and shuttering including propping, strutting etc. & removal of form for; walls (any thickness) including attached pilasters, buttresses, plinth & string courses 4x23’-0”x5’-0”=460sft 4x25’-0”x1’-3”= 125sft T = 585sft or 54.36sqm

15mm cement plaster of mix 1:4 ( 1 cement : 4 Course sand) (wall) =4x23’-0”x5’-0” = 460sft Top= 2x(25’+23”)x1’= 96 sft t=556 sft or 51.67sqm

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 Khursheed Ahmad Rather

M/s Mohd Ashraf Mir

SABA FAROOQ

Waseem Bari Shah

HILAL AHMAD MIR