1DESCRIPTION CI TO F 1CY 29,000

LENGTH LFNo Equip Each Total GAL/HR

1 FM $99 $99

2 GC $84 $168

LABORER $61 $0 0

4 CAT 657 $254 $1,016 128

CAT 637 $184 $0 0 WATER TRUCK CALCULATIONCAT 11 R/T $309 $0 0 CY/Hr Gal/CY Gal/Truck LPH # Trucks

1 CAT D10T $214 $214 20 2,365 20 3800 4 3.11

CAT D10N PUSH $204 $0 0

CAT D9T $195 $0 0

CAT D8R/T $184 $0 0 Cut Area Cut CY/FT

1 CAT 834 $145 $145 17 Fill Area Fill CY/FTCAT 824 $135 $0 0

1 CAT 16G $150 $150 8

1 5X5 $8 $8 0

DISK $48 $0 0

4000 GAL WT $90 $0 0

CAT 651 WP $156 $0 0 Grade Variance

CAT 657 WP $166 $0 0 Cut Elevation to = 380

CAT 773 $179 $0 0 Fill Elevation to = 305

CAT 950 $109 $0 0

CAT 966 $123 $0 0 PRODUCTION

CAT 980 $154 $0 0 Min. 55.0 Min's/Cycle 2.60 LDS/HR 21.1CAT 990 $259 $0 0 TYPE 657 NO. 4 YIELD 28.0 LDS/HR 21.1 2365 CY/HR

CAT 345 $140 $0 0 Min. 55.0 Min's/Cycle 2.60 LDS/HR 21.1CAT 365 $174 $0 0 TYPE NO. YIELD LDS/HR 21.1 0 CY/HR

Elev. Cycle Dist Gear MPH % Total

TOTAL $1,800 173 St/Stop Load 1.00

380 380 Haul 400 5th 12 15.0% 0.38

COST/HR CY/HR COST/CY 200 6th 15 7.5% 0.15

$1,800 2,365 $0.76

HOURS

12

GALLONS

2,121

Dump 0.60305 Return 200 6th 15 7.5% 0.15

400 5th 14 15.0% 0.32

1200 2.60

HAUL #

CYCLE TIMEHAUL LENGTH

UNIT COST

1200

HAUL SHEET