Common use of CULVERTS AND FLUMES Clause in Contracts

CULVERTS AND FLUMES. Required Stations= Required Excavation Sub-total= UNIT COSTS Ballast Surfacing Landing Culvert Riprap Drill & Shoot Dig and load Crushing Purchase Haul * Spread Compact Strip Reclamation Use tax $2.00 $3.00 $4.37 $4.37 $4.37 $4.37 $4.37 $2.00 $1.50 $2.00 $0.08 $0.08 $0.08 $0.08 $0.08 TOTAL ($/cy) $10.66 $4.72 $4.72 $10.12 $4.72 Optional Rock Ballast source: Surface source: Landing source Culvert source Riprap source : Stockpile source: R.T. Miles = 6.0 Ave. Speed = 19 Delay (Hrs.)= 0.2 Cost / Hour = $90.00 CY / Load = 10 * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load) Item Description Cubic Yards Ballast Ballast 0 Cu. yds @ $10.66 /cu. yd = $0 Surfacing Surfacing 0 Cu. yds @ $4.72 /cu. yd = $0 Landings Landings 0 Cu. yds @ $4.72 /cu. yd = $0 Culverts Culverts 0 Cu. yds @ $10.12 /cu. yd = $0 Riprap Riprap 0 Cu. yds @ $4.72 /cu. yd = $0 Stockpile Stockpile 0 Cu. yds @ $4.72 /cu. yd = $0 Total Rock= 0 Optional Rock total = $0 Optional Stations= Optional Excavation Sub-total= 7,241 Excavation TOTAL = $7,241 Required Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 2 18 30 $22.00 $1,320 $0 $0 $0 $0 $0 Bands & Gaskets $20.00 $0 Required Culvert Subtotal = $1,320 Optional Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 18 $18.00 $0 $0 $0 $0 $0 $0 Bands & Gaskets $0 Optional Culvert Subtotal = $0 Rock Total= $30,998 Description Type Width Length Cost/ft. Sub-total $0 $0 $0 V. STRUCTURES Culvert Total = $1,320 VI. GRASS SEEDING Structure Total = $0 VI. GENERAL EXPENSES: Required Re-Construction= $1,320 Optional Re-Construction= $11,280 Required Rock= $30,998 Optional Rock= $0 Required Sub-total= $32,318 Optional Sub-total= $11,280 Sub-TOTAL = $43,598 9% Required Pounds $/lb Sub-total $2.00 $0 Optional Pounds $/lb Sub-total $2.00 $0 Overhead & General Exp. Add $3,924 Grass Seeding Total = $0 VII. MOBILIZATION: Total Mobilization = $7,985 Mobilization sub-total = $2,661.67 Sheet 3 of 5 By: Xxxxx Xxxxxx SHEET TOTAL = $50,184 PACIFIC CASCADE REGION - ROAD COST ESTIMATE - PRE-HAUL MAINTENANCE SALE NAME: Rail Splitter CONTRACT NUMBER: 30-098509 Total stations Pre-Haul Maintenance = 605.00

CULVERTS AND FLUMES. Required Stations= Required Excavation Sub-total= UNIT COSTS Ballast Surfacing Landing Culvert Riprap Drill & Shoot Dig and load Crushing Purchase Haul * Spread Compact Strip Reclamation Use tax $2.00 $3.00 $4.37 $4.37 $4.37 $4.37 $4.37 $2.00 $1.50 $2.00 $0.08 $0.08 $0.08 $0.08 $0.08 TOTAL ($/cy) $10.66 $4.72 $4.72 $10.12 $4.72 Optional Rock Ballast source: Surface source: Landing source Culvert source Riprap source : Stockpile source: R.T. Miles = 6.0 Ave. Speed = 19 Delay (Hrs.)= 0.2 Cost / Hour = $90.00 CY / Load = 10 * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load) Item Description Cubic Yards Ballast Ballast 0 Cu. yds @ $10.66 /cu. yd = $0 Surfacing Surfacing 0 Cu. yds @ $4.72 /cu. yd = $0 Landings Landings 0 Cu. yds @ $4.72 /cu. yd = $0 Culverts Culverts 0 Cu. yds @ $10.12 /cu. yd = $0 Riprap Riprap 0 Cu. yds @ $4.72 /cu. yd = $0 Stockpile Stockpile 0 Cu. yds @ $4.72 /cu. yd = $0 Total Rock= 0 Optional Rock total = $0 Optional Stations= Optional Excavation Sub-total= 7,241 4,933 Excavation TOTAL = $7,241 4,933 Required Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 2 CULVERTS 4 18 30 $22.00 25.00 $1,320 $0 $0 $0 $0 $0 3,000 Bands & Gaskets $20.00 $0 Required Culvert Subtotal = $1,320 3,000 Optional Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 18 $18.00 $0 $0 $0 $0 $0 $0 Bands & Gaskets $0 Optional Culvert Subtotal = $0 Rock Total= $30,998 13,486 Description Type Width Length Cost/ft. Sub-total $0 $0 $0 V. STRUCTURES Culvert Total = $1,320 3,000 VI. GRASS SEEDING Structure Total = $0 VI. GENERAL EXPENSES: Required Re-Construction= $1,320 3,000 Optional Re-Construction= $11,280 7,366 Required Rock= $30,998 13,486 Optional Rock= $0 Required Sub-total= $32,318 16,486 Optional Sub-total= $11,280 7,366 Sub-TOTAL = $43,598 23,852 9% Required Pounds $/lb Sub-total $2.00 $0 Optional Pounds $/lb Sub-total $2.00 $0 Overhead & General Exp. Add $3,924 2,147 Grass Seeding Total = $0 VII. MOBILIZATION: Total Mobilization = $7,985 Mobilization sub-total = $2,661.67 Sheet 3 of 5 By: Xxxxx Xxxxxx SHEET TOTAL = $50,184 28,661 PACIFIC CASCADE REGION - ROAD COST ESTIMATE - PRE-HAUL MAINTENANCE SALE NAME: Rail Splitter Briskaet CONTRACT NUMBER: 30-098509 100214 Total stations Pre-Haul Maintenance = 605.00459.25

CULVERTS AND FLUMES. Required Stations= Required Excavation Sub-total= UNIT COSTS Ballast Surfacing Landing Culvert Riprap Drill & Shoot Dig and load Crushing Purchase Haul * Spread Compact Strip Reclamation Use tax $2.00 $3.00 $4.37 $4.37 $4.37 $4.37 $4.37 $2.00 $1.50 $2.00 $0.08 $0.08 $0.08 $0.08 $0.08 TOTAL ($/cy) $10.66 $4.72 $4.72 $10.12 $4.72 Optional Rock Ballast source: Surface source: Landing source Culvert source Riprap source : Stockpile source: R.T. Miles = 6.0 Ave. Speed = 19 Delay (Hrs.)= 0.2 Cost / Hour = $90.00 CY / Load = 10 * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load) Item Description Cubic Yards Ballast Ballast 0 Cu. yds @ $10.66 /cu. yd = $0 Surfacing Surfacing 0 Cu. yds @ $4.72 /cu. yd = $0 Landings Landings 0 Cu. yds @ $4.72 /cu. yd = $0 Culverts Culverts 0 Cu. yds @ $10.12 /cu. yd = $0 Riprap Riprap 0 Cu. yds @ $4.72 /cu. yd = $0 Stockpile Stockpile 0 Cu. yds @ $4.72 /cu. yd = $0 Total Rock= 0 Optional Rock total = $0 Optional Stations= Optional Excavation Sub-total= 7,241 1,728 Excavation TOTAL = $7,241 1,728 Required Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 2 1 18 30 50 $22.00 24.00 $1,320 1,200 $0 $0 $0 $0 $0 Bands & Gaskets 1 $20.00 25.00 $0 25 Required Culvert Subtotal = $1,320 1,225 Optional Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 18 $18.00 $0 $0 $0 $0 $0 $0 Bands & Gaskets $0 Optional Culvert Subtotal = $0 Rock Total= $30,998 1,005 Description Type Width Length Cost/ft. Sub-total $0 $0 $0 V. STRUCTURES Culvert Total = $1,320 1,225 VI. GRASS SEEDING Structure Total = $0 VI. GENERAL EXPENSES: Required Re-Construction= $1,320 1,225 Optional Re-Construction= $11,280 2,782 Required Rock= $30,998 1,005 Optional Rock= $0 Required Sub-total= $32,318 2,230 Optional Sub-total= $11,280 2,782 Sub-TOTAL = $43,598 5,012 9% Required Pounds $/lb Sub-total $2.00 $0 Optional Pounds $/lb Sub-total $2.00 $0 Overhead & General Exp. Add $3,924 451 Grass Seeding Total = $0 VII. MOBILIZATION: Total Mobilization = $7,985 3,985 Mobilization sub-total = $2,661.67 1,328.33 Sheet 3 of 5 By: Xxxxx Xxxxxx SHEET TOTAL = $50,184 6,791 PACIFIC CASCADE REGION - ROAD COST ESTIMATE - PRE-HAUL MAINTENANCE SALE NAME: Rail Splitter Melancholy CONTRACT NUMBER: 30-098509 100177 Total stations Pre-Haul Maintenance = 605.00453.00

CULVERTS AND FLUMES. Required End Haul, Over Haul, Large Fills/Cuts Estimated No. of Equip. Vol. (cy) Days Cost/day End Haul/ Over HaulLarge Fills/ Cuts Total Stations= Required Excavation Sub-total= UNIT COSTS Ballast Surfacing Landing Culvert Riprap Drill & Shoot Dig and load $2.50 $2.50 $3.00 Crushing Purchase Haul * $3.46 $3.46 $3.46 Spread $2.00 $2.00 $2.00 Compact $1.50 $1.50 Strip $1.00 $1.00 Reclamation Use tax $2.00 $3.00 $4.37 $4.37 $4.37 $4.37 $4.37 $2.00 $1.50 $2.00 $0.08 $0.08 $0.08 $0.08 $0.08 TOTAL ($/cy) $10.66 10.46 $4.72 0.00 $4.72 10.46 $10.12 8.46 $4.72 0.00 Optional Rock Ballast source: Surface source: Landing source Culvert source Riprap source : Stockpile source: R.T. Miles = 6.0 3.5 Ave. Speed = 19 Delay (Hrs.)= 0.2 Cost / Hour = $90.00 CY / Load = 10 * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load) Item Description Cubic Yards Ballast Ballast 0 Cu. yds @ $10.66 10.46 /cu. yd = $0 Surfacing Surfacing 0 Cu. yds @ $4.72 0.00 /cu. yd = $0 Landings Landings 0 Cu. yds @ $4.72 10.46 /cu. yd = $0 Culverts Culverts 0.0 Cu. yds @ $8.46 /cu. yd = $0.00 Turn Arounds Turn Arounds 0 Cu. yds @ $10.12 /cu. yd = $0 Riprap Riprap 0 Cu. yds @ $4.72 10.46 /cu. yd = $0 Stockpile Stockpile 0 Cu. yds @ $4.72 0.00 /cu. yd = $0 Total Rock= 0 Optional Rock total = $0 Sub Total $0 $0 Required Stations= Required Excavation Sub-total= $ - Optional Stations= Optional Excavation Sub-total= 7,241 $12,409 Excavation TOTAL = $7,241 $ 12,409.20 Required Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 2 4 18 30 $22.00 $1,320 2,640 1 18 40 $0 22.00 $0 880 1 36 50 $40.00 $2,000 $0 $0 $0 Bands & Gaskets 5 $20.00 $0 100 Required Culvert Subtotal = $1,320 5,620 Optional Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 18 $18.00 $0 $0 $0 $0 $0 $0 Bands & Gaskets $0 Rock Total= $71,062 Required Construction= $ 6,040.00 V Optional Construction= $ 22,280.55 Required Rock= $71,062 Optional Rock= $0 Optional Culvert Subtotal = $0 Rock Total= $30,998 Required Sub-total= $ 77,101.56 Optiona Sub-total= $ 22,280.55 Culvert Total = Description Type Width Length Cost/ft. Sub-total $0 $0 $0 V. STRUCTURES Culvert Total = V $1,320 VI. GRASS SEEDING Structure Total = $0 VI. GENERAL EXPENSES: Required Re-Construction= $1,320 Optional Re-Construction= $11,280 Required Rock= $30,998 Optional Rock= $0 Required Sub-total= $32,318 Optional Sub-total= $11,280 Sub-TOTAL = $43,598 9% Required Pounds $/lb Sub-total $2.00 $0 Optional Pounds $/lb Sub-total $2.00 $0 Overhead & General Exp. Add $3,924 Grass Seeding Total = $0 VII. MOBILIZATION: Total Mobilization = $7,985 Mobilization sub-total = $2,661.67 Sheet 3 of 5 By: Xxxxx Xxxxxx SHEET TOTAL = $50,184 PACIFIC CASCADE REGION - ROAD COST ESTIMATE - PRE-HAUL MAINTENANCE SALE NAME: Rail Splitter CONTRACT NUMBER: 30-098509 Total stations Pre-Haul Maintenance = 605.005,620

CULVERTS AND FLUMES. Required Stations= Required Excavation Sub-total= UNIT COSTS Ballast Surfacing Landing Culvert Riprap Drill & Shoot Dig and load Crushing Purchase Haul * Spread Compact Strip Reclamation Use tax $2.00 $3.00 $4.37 $4.37 $4.37 $4.37 $4.37 $2.00 $1.50 $2.00 $0.08 $0.08 $0.08 $0.08 $0.08 TOTAL ($/cy) $10.66 $4.72 $4.72 $10.12 $4.72 Optional Rock Ballast source: Surface source: Landing source Culvert source Riprap source : Stockpile source: R.T. Miles = 6.0 Ave. Speed = 19 Delay (Hrs.)= 0.2 Cost / Hour = $90.00 CY / Load = 10 * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load) Item Description Cubic Yards Ballast Ballast 0 Cu. yds @ $10.66 /cu. yd = $0 Surfacing Surfacing 0 Cu. yds @ $4.72 /cu. yd = $0 Landings Landings 0 Cu. yds @ $4.72 /cu. yd = $0 Culverts Culverts 0 Cu. yds @ $10.12 /cu. yd = $0 Riprap Riprap 0 Cu. yds @ $4.72 /cu. yd = $0 Stockpile Stockpile 0 Cu. yds @ $4.72 /cu. yd = $0 Total Rock= 0 Optional Rock total = $0 Optional Stations= Optional Excavation Sub-total= 7,241 2,555 Excavation TOTAL = $7,241 2,555 Required Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 2 18 30 $22.00 $1,320 0 $0 $0 $0 $0 $0 Bands & Gaskets $20.00 $0 Required Culvert Subtotal = $1,320 0 Optional Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 18 $18.00 $0 $0 $0 $0 $0 $0 Bands & Gaskets $0 Optional Culvert Subtotal = $0 Rock Total= $30,998 0 Culvert Total = $0 Description Type Width Length Cost/ft. Sub-total $0 $0 $0 V. STRUCTURES Culvert Total = $1,320 VI. GRASS SEEDING Structure Total = $0 VI. GENERAL EXPENSES: Required Re-Construction= $1,320 0 Optional Re-Construction= $11,280 4,891 Required Rock= $30,998 0 Optional Rock= $0 Required Sub-total= $32,318 0 Optional Sub-total= $11,280 4,891 Sub-TOTAL = $43,598 4,891 9% Required Pounds $/lb Sub-total $2.00 $0 Optional Pounds $/lb Sub-total $2.00 $0 Overhead & General Exp. Add $3,924 440 Grass Seeding Total = $0 VII. MOBILIZATION: Total Mobilization = $7,985 Mobilization sub-total = $2,661.67 753.33 Sheet 3 of 5 By: Xxxxx Xxxxxx SHEET TOTAL = $50,184 6,085 PACIFIC CASCADE REGION - ROAD COST ESTIMATE - PRE-HAUL MAINTENANCE SALE NAME: Rail Splitter Fire Road CONTRACT NUMBER: 30-098509 100735 Total stations Pre-Haul Maintenance = 605.005.50

CULVERTS AND FLUMES. Required End Haul, Over Haul, Large Fills/Cuts Estimated No. of Equip. Vol. (cy) Days Cost/day End Haul/ Over HaulLarge Fills/ Cuts Total Stations= Required Excavation Sub-total= UNIT COSTS Ballast Surfacing Landing Culvert Riprap Drill & Shoot Dig and load Crushing Purchase $11.50 Haul * $8.44 Spread $2.00 Compact $1.00 Strip Reclamation Use tax $2.00 $3.00 $4.37 $4.37 $4.37 $4.37 $4.37 $2.00 $1.50 $2.00 $0.08 $0.08 $0.08 $0.08 $0.08 TOTAL ($/cy) $10.66 24.78 $4.72 0.00 $4.72 0.00 $10.12 0.00 $4.72 0.00 Optional Rock Ballast source: Commercial Surface source: Landing source Culvert source Riprap source : Stockpile source: R.T. Miles = 6.0 20.0 Ave. Speed = 19 45 Delay (Hrs.)= 0.2 0.4 Cost / Hour = $90.00 100.00 CY / Load = 10 * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load) Item Description Cubic Yards Ballast 3" Minus 930 Ballast 0 930 Cu. yds @ $10.66 24.78 /cu. yd = $0 23,041 Surfacing Surfacing 0 Cu. yds @ $4.72 0.00 /cu. yd = $0 Landings Landings 0 Cu. yds @ $4.72 0.00 /cu. yd = $0 Culverts Culverts 0.0 Cu. yds @ $0.00 /cu. yd = $0.00 Turn Arounds Turn Arounds 0 Cu. yds @ $10.12 /cu. yd = $0 Riprap Riprap 0 Cu. yds @ $4.72 0.00 /cu. yd = $0 Stockpile Stockpile 0 Cu. yds @ $4.72 0.00 /cu. yd = $0 Total Rock= 0 930 Optional Rock total = $23,041 Sub Total $0 $0 Required Stations= Required Excavation Sub-total= $ - Optional Stations= Optional Excavation Sub-total= 7,241 $3,467 Excavation TOTAL = $7,241 $ Required Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 2 18 30 $22.00 $1,320 0 $0 $0 $0 $0 $0 Bands & Gaskets $20.00 $0 Required Culvert Subtotal = $1,320 0 3,466.80 Rock Total= $23,041 Optional Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 4 18 30 $18.00 20.00 $0 2,400 1 24 30 $0 25.00 $750 $0 $0 $0 $0 Bands & Gaskets $0 Required Construction= $ - V Optional Construction= $8,650 Required Rock= $0 Optional Rock= $23,041 Optional Culvert Subtotal = $0 Rock Total= $30,998 3,150 Required Sub-total= $ Optiona Sub-total= $ - 31,691.14 Culvert Total = Description Type Width Length Cost/ft. Sub-total $0 $0 $0 V. STRUCTURES Culvert Total = V $1,320 VI. GRASS SEEDING Structure Total = $0 VI. GENERAL EXPENSES: Required Re-Construction= $1,320 Optional Re-Construction= $11,280 Required Rock= $30,998 Optional Rock= $0 Required Sub-total= $32,318 Optional Sub-total= $11,280 Sub-TOTAL = $43,598 9% Required Pounds $/lb Sub-total $2.00 $0 Optional Pounds $/lb Sub-total $2.00 $0 Overhead & General Exp. Add $3,924 Grass Seeding Total = $0 VII. MOBILIZATION: Total Mobilization = $7,985 Mobilization sub-total = $2,661.67 Sheet 3 of 5 By: Xxxxx Xxxxxx SHEET TOTAL = $50,184 PACIFIC CASCADE REGION - ROAD COST ESTIMATE - PRE-HAUL MAINTENANCE SALE NAME: Rail Splitter CONTRACT NUMBER: 30-098509 Total stations Pre-Haul Maintenance = 605.003,150

CULVERTS AND FLUMES. Required Stations= Required Excavation Sub-total= UNIT COSTS Ballast Surfacing Landing Culvert Riprap Drill & Shoot Dig and load Crushing Purchase Haul * Spread Compact Strip Reclamation Use tax $2.00 $3.00 $4.37 $4.37 $4.37 $4.37 $4.37 $2.00 $1.50 $2.00 $0.08 $0.08 $0.08 $0.08 $0.08 TOTAL ($/cy) $10.66 $4.72 $4.72 $10.12 $4.72 17,523 Optional Rock Ballast source: Surface source: Landing source Culvert source Riprap source : Stockpile source: R.T. Miles = 6.0 Ave. Speed = 19 Delay (Hrs.)= 0.2 Cost / Hour = $90.00 CY / Load = 10 * Haul Formula: (R.T.Miles/MPH+Delay)($/hr / Cy/load) Item Description Cubic Yards Ballast Ballast 0 Cu. yds @ $10.66 /cu. yd = $0 Surfacing Surfacing 0 Cu. yds @ $4.72 /cu. yd = $0 Landings Landings 0 Cu. yds @ $4.72 /cu. yd = $0 Culverts Culverts 0 Cu. yds @ $10.12 /cu. yd = $0 Riprap Riprap 0 Cu. yds @ $4.72 /cu. yd = $0 Stockpile Stockpile 0 Cu. yds @ $4.72 /cu. yd = $0 Total Rock= 0 Optional Rock total = $0 Optional Stations= Optional Excavation Sub-total= 7,241 UNIT COSTS Ballast Surfacing Landing Culvert Riprap Drill & Shoot Dig and load Crushing Purchase Haul * Spread Compact Strip Reclamation Use tax $2.00 $3.00 $4.37 $4.37 $4.37 $4.37 $4.37 $2.00 $1.50 $2.00 $0.08 $0.08 $0.08 $0.08 $0.08 TOTAL ($/cy) $10.66 $4.72 $4.72 $10.12 $4.72 Excavation TOTAL = $7,241 17,523 Required Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 2 18 30 $22.00 $1,320 0 $0 $0 $0 $0 $0 Bands & Gaskets $20.00 $0 Required Culvert Subtotal = $1,320 0 Optional Description Qty. Gauge Diameter No/Length Installed Cost/ft Sub-total CPP 18 $18.00 $0 $0 $0 $0 $0 $0 Bands & Gaskets $0 Optional Culvert Subtotal = $0 Rock Total= $30,998 6,829 Culvert Total = $0 Description Type Width Length Cost/ft. Sub-total $0 $0 $0 V. STRUCTURES Culvert Total = $1,320 VI. GRASS SEEDING Structure Total = $0 VI. GENERAL EXPENSES: Required Re-Construction= $1,320 18,368 Optional Re-Construction= $11,280 Required Rock= $30,998 6,829 Optional Rock= $0 Required Sub-total= $32,318 25,197 Optional Sub-total= $11,280 0 Sub-TOTAL = $43,598 25,197 9% Required Pounds $/lb Sub-total $2.00 $0 Optional Pounds $/lb Sub-total $2.00 $0 Overhead & General Exp. Add $3,924 2,268 Grass Seeding Total = $0 VII. MOBILIZATION: Total Mobilization = $7,985 Mobilization sub-total = $2,661.67 Sheet 3 of 5 By: Xxxxx Xxxxxx SHEET TOTAL = $50,184 30,126 PACIFIC CASCADE REGION - ROAD COST ESTIMATE - PRE-HAUL MAINTENANCE SALE NAME: Rail Splitter SUNSET VRH TBS CONTRACT NUMBER: 30-098509 095539 Total stations Pre-Haul Maintenance = 605.00516.00