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					                                                                                                                                                                                 Detailed Labor Rates




             1/25/2011  update      Without Camp        With Camp         Without Camp         With Camp         Public Works    Public Works                 1/25/2011      update       Without Camp        With Camp           Timber Sale       Timber Sale Rate                  1/25/2011   update     Without Camp         With Camp         Without Camp         With Camp         Public Works    Public Works
Public Works Wage Rates                Facility            Facility          Facility            Facility            Hourly         Hourly      Timber Sale Wage Rates                       Facility           Facility           Base Rate        w/ Payroll burden   Public Works Wage Rates                  Facility            Facility          Facility            Facility            Hourly         Hourly
TONGASS                              Based on 40        Based on 40        Based on 54         Based on 54           Base           Fringe                                                 Based on 40        Based on 40      w/o Payroll burden                       CHUGACH                                Based on 40        Based on 40        Based on 54         Based on 54            Base          Fringe
Labor Classification               hour week ($/hr)   hour week ($/hr)   hour week ($/hr)    hour week ($/hr)        ($/hr)         ($/hr)      Labor Classification                     hour week ($/hr)   hour week ($/hr)         ($/hr)              ($/hr)         Labor Classification                 hour week ($/hr)   hour week ($/hr)   hour week ($/hr)    hour week ($/hr)        ($/hr)         ($/hr)
Backhoe Operator                       $42.12             $45.55             $44.97              $47.51             $26.01          $6.50       Excavator Operator                           $32.62             $35.65              $23.04              $29.61          Excavator Operator                       $66.57             $71.35             $70.53              $74.07             $36.23         $16.95
Loader Operator                        $40.92             $44.22             $43.69              $46.12             $24.96          $6.50       5.5 CY Loader Operator                       $29.71             $32.48              $20.99              $26.98          Loader Operator                          $69.35             $74.36             $73.55              $77.26             $37.99         $16.95
Loader Operator                        $40.92             $44.22             $43.69              $46.12             $24.96          $6.50       7 CY Loader Operator                         $35.96             $38.93              $22.53              $33.02          Loader Operator                          $69.35             $74.36             $73.55              $77.26             $37.99         $16.95
Dozer Operator                         $40.01             $43.24             $42.69              $45.08             $24.47          $6.50       Dozer Operator                               $34.64             $37.87              $24.47              $31.45          Dozer Operator                           $66.57             $71.35             $70.53              $74.07             $36.23         $16.95
Grader Operator                        $41.33             $44.68             $44.11              $46.59             $25.43          $6.50       Grader Operator                              $29.94             $32.73              $21.15              $27.18          Grader Operator                          $66.57             $71.35             $70.53              $74.07             $36.23         $16.95
Crane Operator                         $41.07             $44.40             $43.83              $46.30             $25.24          $6.50       Crane Operator                               $32.62             $35.65              $23.04              $29.61          Crane Operator                           $66.57             $71.35             $70.53              $74.07             $36.23         $16.95
Compactor Operator                     $40.01             $43.24             $42.69              $45.08             $24.47          $6.50       Compactor                                    $26.62             $28.82              $16.68              $24.45          Compactor Operator                       $68.64             $73.62             $72.77              $76.45             $37.74         $16.95
Log Truck Driver                       $35.14             $37.34             $37.56              $39.19             $16.68          $7.64       Log Truck Driver                             $27.71             $30.00              $17.36              $25.45          Log Truck Driver                         $61.91             $66.49             $65.71              $69.11             $34.76         $14.30
Lowboy Driver                          $30.48             $32.69             $32.31              $33.94             $16.68          $7.64       Lowboy Driver                                $26.62             $28.82              $16.68              $24.45          Low Boy Driver                           $72.92             $77.61             $78.09              $81.57             $35.56         $14.30
10-20 Dump Truck Driver                $30.65             $32.85             $32.49              $34.12             $16.68          $7.64       10-20 CY Dump Truck Driver                   $23.22             $25.38              $16.40              $21.08          10-20 Dump Truck Driver                  $62.24             $66.83             $66.09              $69.35             $34.76         $14.30
Light Truck Driver                     $30.48             $32.69             $32.31              $33.94             $16.68          $7.64       Light Truck Driver                           $26.62             $28.82              $16.68              $24.45          Light Truck Driver                       $61.91             $66.49             $65.71              $69.11             $34.76         $14.30
Timber Faller                          $39.76             $42.40             $42.67              $44.62             $20.00          $6.79       Timber Faller                                $56.93             $61.64              $35.67              $52.29          Timber Faller                            $67.24             $71.19             $71.60              $74.52             $29.96         $17.85
Driller                                $38.29             $41.33             $40.84              $43.09             $23.05          $6.50       Driller                                      $27.70             $30.28              $19.57              $25.15          Driller                                  $64.70             $69.18             $68.46              $71.78             $33.97         $17.85
Chuck Tender                           $35.39             $38.13             $37.69              $39.72             $20.74          $6.79       Chuck Tender                                 $27.70             $30.28              $19.57              $25.15          Chuck Tender                             $59.17             $63.12             $62.48              $65.41             $29.96         $17.85
Culvert Laborer                        $34.93             $37.66             $37.19              $39.21             $20.67          $6.62       Culvert Laborer                              $23.22             $25.38              $16.40              $21.08          Pipe Layer                                $0.00              $0.00              $0.00               $0.00              $0.00          $0.00
General Laborer                        $34.18             $36.82             $36.37              $38.32             $20.00          $6.79       General Laborer                              $23.75             $25.97              $16.78              $21.57          General Laborer                          $57.57             $61.39             $60.74              $63.57             $29.00         $17.85
Mechanic                               $40.01             $43.24             $42.69              $45.08             $24.47          $6.50       Mechanic                                     $35.07             $37.96              $21.97              $32.20          Mechanic                                 $66.57             $71.35             $70.53              $74.07             $36.23         $16.95
Welder                                 $34.18             $36.82             $36.37              $38.32             $20.00          $6.79       Welder                                       $32.62             $35.65              $23.04              $29.61          Welder                                   $66.57             $71.35             $70.53              $74.07             $36.23         $16.95
Yarder Engineer                        $48.11             $51.43             $51.78              $54.24             $25.24          $6.50       Yarder Engineer                              $31.43             $34.02              $19.69              $28.86          Yarder Engineer                          $76.67             $81.45             $81.94              $85.48             $36.23         $16.95
Hooktender                             $39.76             $42.40             $42.67              $44.62             $20.00          $6.79       Hooktender                                   $34.43             $37.27              $21.57              $31.62          Hook Tender                              $65.65             $69.48             $69.87              $72.71             $29.00         $17.85
Rigging Slinger                        $39.76             $42.40             $42.67              $44.62             $20.00          $6.79       Rigging Slinger                              $35.34             $38.26              $22.14              $32.45          Rigger Signalman                         $65.65             $69.48             $69.87              $72.71             $29.00         $17.85
Choker Setter                          $39.76             $42.40             $42.67              $44.62             $20.00          $6.79       Choker Setter                                $25.75             $27.87              $16.13              $23.64          Choke Setter                             $65.65             $69.48             $69.87              $72.71             $29.00         $17.85
Chaser                                 $39.76             $42.40             $42.67              $44.62             $20.00          $6.79       Chaser                                       $27.68             $29.96              $17.34              $25.42          General Laborer                          $65.65             $69.48             $69.87              $72.71             $29.00         $17.85
Log Skidder Operator                   $46.84             $50.06             $50.40              $52.79             $24.47          $6.50       Log Skidder Driver                           $27.71             $30.00              $17.36              $25.45          Log Skidder Operator                     $75.40             $80.08             $80.56              $84.03             $35.46         $16.95
Boom Boat Operator                     $45.73             $48.87             $49.20              $51.52             $23.80          $6.50       Boom Boat Operator                           $27.50             $29.77              $17.23              $25.26          NA                                        $0.00              $0.00              $0.00               $0.00              $0.00          $0.00
Grademan                               $35.91             $38.71             $38.23              $40.31             $21.26          $6.79       Grademan                                     $35.07             $37.96              $21.97              $32.20          Grademan                                 $65.47             $70.06             $69.27              $72.67             $34.77         $17.85
Survey Party Chief                     $35.91             $38.71             $38.23              $40.31             $21.26          $6.79       Survey Party Chief                           $26.62             $28.82              $16.68              $24.45          #REF!                                    $65.47             $70.06             $69.27              $72.67             $34.77         $17.85
Survey Crew                            $34.18             $36.82             $36.37              $38.32             $20.00          $6.79       Survey Crew                                  $23.75             $25.97              $16.78              $21.57          General Laborer                          $57.57             $61.39             $60.74              $63.57             $29.00         $17.85
Piledriver Engineer                    $72.42             $76.82             $77.18              $80.43             $33.33         $18.23       Piledriver Engineer                          $57.14             $61.80              $35.33              $52.54          Piledriver Engineer                      $75.86             $80.64             $81.03              $84.57             $36.23         $16.95
Piledriver Welder                      $75.68             $80.34             $80.71              $84.17             $35.33         $18.23       Piledriver Welder                            $57.14             $61.80              $35.33              $52.54          Piledriver Welder                        $75.68             $80.34             $80.71              $84.17             $35.33         $18.23
Piledriver Laborer                     $72.42             $76.82             $77.18              $80.43             $33.33         $18.23       Piledriver Laborer                           $53.90             $58.30              $33.33              $49.56          Piledriver Laborer                       $72.42             $76.82             $77.18              $80.43             $33.33         $18.23
      Rates Based on: Davis Bacon wage rates General Decision No AK100003 AK3               Mod No 6            Dated 11/19/2010                                                                                                                                                Rates Based on: Davis Bacon wage rates General Decision No AK100006 AK6               Mod No 11           Dated 12/31/2010




                                                                                                                                                                                          1                                                                                                                                                                                                           8/22/2012
                                                                                                                                                                                                                                                                                                    FY2011 Detailed Equipment




                   EQUIPMENT LISTING                                    OWNERSHIP                           OVERHAUL                                  FIELD REPAIR AND FUEL EXPENSES                    TOTAL FIELD REPAIR &      TIMBER SALE        PUBLIC WORKS
                                                                                                                                                                                                          FUEL & OVERHAUL                                                                                    EQUIPMENT LISTING (NO Regional or Model Yr. Adjustments)
                                                                                                                                                                                                                                                                       Hours of Use Region + Model Year Adjustment                                                         OWNERSHIP                               OVERHAUL                                FIELD REPAIR AND FUEL EXPENSES
      Updated:         Martha DeFreest, January 2011           Depr.        CFC       Overhead   Labor TS   Labor PW    Parts   Labor TS   Labor PW     Parts    Elec/Fuel    Lube      Tires   GEC         TS        PW       Standby    Total    Standby    Total      Factor     Factor                   Updated:   Martha DeFreest, January 2011                      Depr.    CFC                Overhead    Labor TS    Labor PW    Parts           Labor TS   Labor PW  Parts     Elec/Fuel      Lube         Tires          GEC
                                                                                                                                                                                                                                                                          1.27                                                                                                                                            0.72 TS Labor Factor                                               $3.34                                      $3.34     Fuel costs Petro Marine Services & Delta Western 1/26/2011
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Cost of Diesel per gallon per Petro Marine Services 3/5/2010 phone call
CRAWLER MOUNTED HYDRAULIC EXCAVATORS                                                                                                                                                                                                                                                                         CRAWLER MOUNTED HYDRAULIC EXCAVATORS                                                                                                                                                                                                 Date-section
   Backhoe Cat 330CL (2006), 2.25 CY Bucket, 35.1 MT           $26.62       $8.13      $6.49      $6.81      $9.46     $9.58    $6.55       $9.10       $7.70     $34.24     $5.11     $0.00    $1.15    $71.14     $76.34     $26.62     $97.76   $41.24    $117.58      1.27             1.000             Excavator* Cat 330CL (2006), 2.25 CY Bucket, 35.1 MT             $20.96        $6.40        $5.11       $5.36        $7.45       $7.54          $6.55      $9.10      $7.70      $34.24        $5.11         $0.00         $1.15           2009 2
           w/ Thumb (wide) Hyd Pwr 33.1-40.0 MT                $2.65        $0.39      $0.36      $1.21      $1.68     $1.33    $0.48       $0.66       $0.39     $0.00      $0.14     $0.00    $0.03    $3.58      $4.23      $2.65      $6.23    $3.40      $7.63       1.27             1.000                        w/ Thumb (wide) Hyd Pwr 33.1-40.0 MT                  $2.09         $0.31        $0.28       $0.95        $1.32       $1.05          $0.48      $0.66      $0.39      $0.00         $0.14         $0.00         $0.03           2009 2
                                                 Total         $29.27       $8.52      $6.85      $8.02      $11.14    $10.91   $7.03       $9.76       $8.09     $34.24     $5.25     $0.00    $1.18    $74.72     $80.57     $29.27    $103.99   $44.64    $125.21                                                    Total                                                 $23.05        $6.71        $5.39       $6.31        $8.77       $8.59          $7.03      $9.76      $8.09      $34.24        $5.25         $0.00         $1.18

   Backhoe       ZAXIS 450LC-5 (2006), 2.74 CY Bucket, 46.2 MT$34.77       $10.38      $6.92      $8.32      $11.56    $12.23   $8.05       $11.18     $9.83      $44.04     $6.55     $0.00    $1.47    $90.49      $96.86    $34.77    $125.26   $52.07    $148.93      1.27           1.000              Excavator    ZAXIS 450LC-5 (2006), 2.74 CY Bucket, 46.2 MT          $27.38        $8.17        $5.45     $6.55          $9.10       $9.63        $8.05        $11.18      $9.83     $44.04        $6.55        $0.00        $1.47         2009 2
                 w/ Thumb 40.1-50.0 MT (wide)                 $3.31        $0.48       $0.44      $1.21      $1.68     $1.66    $0.48       $0.66      $0.49      $0.00      $0.17     $0.00    $0.04    $4.05       $4.70     $3.31      $7.36    $4.23      $8.93       1.27           1.000                           w/ Thumb 40.1-50.0 MT (wide)                            $2.61        $0.38        $0.35     $0.95          $1.32       $1.31        $0.48         $0.66      $0.49      $0.00        $0.17        $0.00        $0.04         2009 2
                                                     Total    $38.08       $10.86      $7.36      $9.53      $13.24    $13.89   $8.53       $11.84     $10.32     $44.04     $6.72     $0.00    $1.51    $94.54     $101.56    $38.08    $132.62   $56.30    $157.86                                                     Total                                                $29.99        $8.55        $5.80       $7.50       $10.42      $10.94          $8.53      $11.84     $10.32     $44.04        $6.72        $0.00        $1.51

STANDARD CRAWLER DOZER                                                                                                                                                                                                                                                                                      STANDARD CRAWLER DOZER
 Straight Dozer Cat D6R, Straight Blade, 2003, 163 HP, EROPS $11.88         $5.35      $4.53      $4.31      $5.98     $8.42    $4.18       $5.81       $6.43     $21.24     $2.85     $0.00    $0.93    $48.36     $51.66     $11.88    $60.24    $21.76    $73.42       1.27           1.000                           C
                                                                                                                                                                                                                                                                                                            Straight Dozer at D6R, Straight Blade, 2003, 163 HP, EROPS          $10.77        $4.21        $3.57     $3.39          $4.71       $6.63        $4.18        $5.81      $6.43      $21.24        $2.85        $0.00        $0.93         2009 2
                Towing Winch - 75-104 HP - 40,000 lbs        $1.14          $0.39      $0.44      $0.51      $0.70     $0.85    $0.55       $0.77       $0.70     $0.00      $0.13     $0.00    $0.00    $2.74      $3.15      $1.14     $3.88     $1.97     $5.12        1.27           1.000                           Towing Winch - 75-104 HP - 40,000 lbs                   $0.90        $0.31        $0.35     $0.40          $0.55       $0.67        $0.55        $0.77      $0.70       $0.00        $0.13        $0.00        $0.00         2009 2
                                                       Total $13.02         $5.74      $4.97      $4.82      $6.68     $9.27    $4.73       $6.58       $7.13     $21.24     $2.98     $0.00    $0.93    $39.67     $54.81     $13.02    $64.12    $23.73    $78.54                                                      Total                                                $11.67        $4.52        $3.92       $3.79        $1.97       $7.30          $4.73      $6.58      $7.13      $21.24        $2.98        $0.00        $0.93

  Angle Dozer                                                   $20.87
                 Cat D7R DS SERIES II, Semi-U Blade, 240 Hp, EROPS         $7.89       $9.08      $4.31      $5.98     $11.18   $4.18       $5.81      $8.53      $31.26     $4.27     $0.00    $1.42    $65.15     $68.45     $20.87     $86.02   $37.84    $106.29      1.27           1.000              Semi-U Dozer Cat D7R DS SERIES II, Semi-U Blade, 240 Hp, EROPS $16.43              $6.21       $7.15     $3.39          $4.71       $8.80        $4.18        $5.81       $8.53     $31.26        $4.27        $0.00        $1.42         2009 2
                 Towing Winch - 75-104 HP - 40,000 lbs           $1.14     $0.39       $0.44      $0.51      $0.70     $0.85    $0.55       $0.77      $0.70      $0.00      $0.13     $0.00    $0.00    $2.74      $3.15      $1.14      $3.88    $1.97      $5.12       1.27           1.000                          Towing Winch - 75-104 HP - 40,000 lbs                     $0.90        $0.31       $0.35     $0.40          $0.55       $0.67        $0.55        $0.77       $0.70      $0.00        $0.13        $0.00        $0.00         2009 2
                 Single Shank Ripper - to 359 HP - Standard - Max$6.41 Depth 46 in.
                                                                  Digging  $1.14       $1.18      $1.80      $2.50     $2.51    $1.74       $2.41      $1.78      $0.00      $0.34     $0.00    $1.48    $9.65      $11.02     $6.41      $16.06   $8.73      $19.75      1.27           1.000                                                                                    $5.05
                                                                                                                                                                                                                                                                                                                        Single Shank Ripper - to 359 HP - Standard - Max Digging Depth 46 in. $0.90        $0.93     $1.42          $1.97       $1.98        $1.74        $2.41       $1.78      $0.00        $0.34        $0.00        $1.48         2009 2
                                                        Total   $28.42     $9.42       $10.70     $6.62      $9.18     $14.54   $6.47       $8.99      $11.01     $31.26     $4.74     $0.00    $2.90    $77.54     $82.62     $28.42    $105.96   $48.54    $131.16                                                    Total                                                  $22.38        $7.42       $8.43       $5.21        $7.23      $11.45          $6.47      $8.99      $11.01     $31.26        $4.74        $0.00        $2.90

ARTICULATED FRAME GRADER                                                                                                                                                                                                                                                                                    ARTICULATED FRAME GRADER
    Grader   Cat 14 H, EROPS 14'Moldboard 220 hp               $21.12       $9.31      $11.63     $3.61      $5.02     $10.63   $2.37       $3.29       $8.12     $23.52     $4.24     $5.17    $0.64    $58.30     $60.63     $21.12    $79.42    $42.06    $102.69      1.27           1.000              Grader*   Cat 14 H, EROPS 14'Moldboard 220 hp                     $16.63        $7.33        $9.16       $2.84        $3.95       $8.37          $2.37      $3.29      $8.12       $23.52       $4.24        $5.17        $0.64           2009 2

4-WD ARTICULATED WHEEL LOADER                                                                                                                                                                                                                                                                               4-WD ARTICULATED WHEEL LOADER
  5 CY Loader Cat 966G Series II, (2006) 5 CY Bucket           $20.04       $7.01      $7.95      $2.11      $2.92     $5.14    $2.05       $2.85       $3.90     $26.46     $3.67     $4.54    $0.48    $48.35     $49.96     $20.04    $68.39    $35.00    $84.96       1.27           1.000              5 CY Loader*Cat 966G Series II, (2006) 5 CY Bucket                  $15.78        $5.52        $6.26     $1.66          $2.30          $4.05     $2.05        $2.85      $3.90     $26.46         $3.67         $4.54        $0.48        2009 2

 8 CY Loader     Cat 988G (2005), 8.2 CY Bucket, 475 hp        $37.26      $14.44      $13.64     $5.02      $6.96     $9.46    $4.81       $6.68       $8.22     $50.77     $7.40     $11.80   $0.97    $98.45     $102.26    $37.26    $135.71   $65.34    $167.60      1.27           1.000              8 CY Loader* Cat 988G (2005), 8.2 CY Bucket, 475 hp               $29.34       $11.37        $10.74      $3.95        $5.48       $7.45          $4.81      $6.68      $8.22      $50.77        $7.40       $11.80        $0.97           2009 2

ON HIGHWAY REAR DUMP                                                                                                                                                                                                                                                                                        ON HIGHWAY REAR DUMP
 Dump Truck 6x4, 70,000 lbs GVW, 12-18 CY                      $13.35       $3.26      $2.90      $2.91      $4.04     $3.51    $3.55       $4.93       $3.34     $36.97     $3.43     $2.36    $0.00    $56.07     $58.58     $13.35    $69.42    $19.51    $78.09       1.27           1.000              Dump Truck* 6x4, 70,000 lbs GVW, 12-18 CY                         $10.51        $2.57        $2.28       $2.29        $3.18       $2.76          $3.55      $4.93      $3.34      $36.97        $3.43        $2.36        $0.00           2009 2

ON-HIGHWAY LIGHT DUTY TRUCKS                                                                                                                                                                                                                                                                                ON-HIGHWAY LIGHT DUTY TRUCKS
  Crew Cab   1 ton Gasoline 4x4 234 hp                         $4.04        $0.71      $0.60      $0.61      $0.84     $0.88    $0.60       $0.83       $0.66     $12.32     $1.10     $0.51    $0.00    $16.68     $17.14     $4.04     $20.72     $5.35    $22.49       1.27           1.000              Crew Cab* 1 ton Gasoline 4x4 234 hp                                $3.18        $0.56        $0.47       $0.48        $0.66       $0.69          $0.60      $0.83      $0.66      $12.32        $1.10        $0.51        $0.00           2009 2

ON-HIGHWAY FLATBED TRUCKS                                                                                                                                                                                                                                                                                   ON-HIGHWAY FLATBED TRUCKS
   Flat Bed  8500 GVW Gasoline 4x4                             $2.65        $0.66      $0.57      $0.51      $0.70     $0.67    $0.63       $0.88       $0.66     $24.68     $1.76     $0.46    $0.00    $29.37     $29.81     $2.65     $32.02     $3.88    $33.69       1.27           1.000              Flat Bed* 8500 GVW Gasoline 4x4                                    $2.09        $0.52        $0.45       $0.40        $0.55       $0.53          $0.63      $0.88      $0.66      $24.68        $1.76        $0.46        $0.00           2009 2

  Shop Truck     25,000 GVW Diesel 4x2                         $5.42        $1.36      $1.17      $0.80      $1.12     $1.37    $1.07       $1.49       $1.34     $13.09     $1.25     $0.88    $0.00    $19.80     $20.54     $5.42     $25.22     $7.95    $28.49       1.27           1.000              Shop Truck* 25,000 GVW Diesel 4x2                                  $4.27        $1.07        $0.92       $0.63        $0.88       $1.08          $1.07      $1.49      $1.34      $13.09        $1.25        $0.88        $0.00           2009 2

ON-HIGHWAY TRUCK TRACTORS                                                                                                                                                                                                                                                                                   ON-HIGHWAY TRUCK TRACTORS
Log truck   75,000 GVW Diesel 6x4                              $12.76       $3.04      $2.84      $2.92      $4.06     $2.76    $3.39       $4.71       $2.97     $32.73     $3.26     $2.47    $0.00    $50.50     $52.96     $12.76    $63.26    $18.64    $71.60       1.27           1.000              Log truck* 75,000 GVW Diesel 6x4                                  $10.05        $2.39        $2.24       $2.30        $3.20       $2.65          $3.39      $4.71      $2.97      $32.73        $3.26        $2.47        $0.00           2009 2
FIXED GOOSENECK EQUIPMENT TRAILER                                                                                                                                                                                                                                                                           FIXED GOOSENECK EQUIPMENT TRAILER
            4-axle, level, 75 ton                              $5.96        $1.59      $1.42      $0.00      $1.80     $1.65    $0.00       $1.64       $2.01     $0.00      $0.47     $3.68    $0.00    $7.81      $11.25     $5.96     $13.77    $8.97     $20.22       1.27           1.000                         4-axle, level, 75 ton                                  $4.69         $1.25        $1.12       $0.00        $1.42       $1.44          $0.00      $1.64      $2.01      $0.00         $0.47        $3.68        $0.00           2009 2
                                                       Total   $18.72       $4.63      $4.26      $2.92      $5.86     $4.41    $3.39       $6.35       $4.98     $32.73     $3.73     $6.15    $0.00    $58.31     $64.21     $18.72    $77.03    $27.61    $91.82                                                    Total                                                  $14.74        $3.64        $3.36       $2.30        $4.62       $4.09          $3.39      $6.35      $4.98      $32.73        $3.73        $6.15        $0.00

ON-HIGHWAY TRUCK TRACTORS                                                                                                                                                                                                                                                                                   ON-HIGHWAY TRUCK TRACTORS
low boy     75,000 GVW Diesel 6x4                              $12.76       $3.04      $2.84      $2.92      $4.06     $3.37    $3.39       $4.71       $2.97     $32.73     $3.26     $2.47    $0.00    $51.11     $53.57     $12.76    $63.87    $18.64    $72.21       1.27           1.000              low boy*  75,000 GVW Diesel 6x4                                   $10.05        $2.39        $2.24       $2.30        $3.20       $2.65          $3.39      $4.71      $2.97      $32.73        $3.26        $2.47        $0.00           2009 2
FIXED GOOSENECK EQUIPMENT TRAILER                                                                                                                                                                                                                                                                           FIXED GOOSENECK EQUIPMENT TRAILER
            4-axle, level, 75 ton                              $5.96        $1.59      $1.42      $0.00      $1.80     $1.83    $0.00       $1.64       $2.01     $0.00      $0.47     $3.68    $0.00    $7.99      $11.43     $5.96     $13.95    $8.97     $20.40       1.27           1.000                        4-axle, level, 75 ton                                   $4.69         $1.25        $1.12       $0.00        $1.42       $1.44          $0.00      $1.64      $2.01      $0.00         $0.47        $3.68        $0.00           2009 2
                                                       Total   $18.72       $4.63      $4.26      $2.92      $5.86     $5.20    $3.39       $6.35       $4.98     $32.73     $3.73     $6.15    $0.00    $59.10     $65.00     $18.72    $77.82    $27.61    $92.61                                                   Total                                                   $14.74        $3.64        $3.36       $2.30        $4.62       $4.09          $3.39      $6.35      $4.98      $32.73        $3.73        $6.15        $0.00

CRAWLER MOUNTED LATTICE BOOM CRANES                                                                                                                                                                                                                                                                         CRAWLER MOUNTED LATTICE BOOM CRANES
   Crane    Link-Belt LS-108H, 45.4 MT, 40' Boom               $35.01       $7.26      $14.29     $9.61      $13.36    $18.10   $11.78      $16.36     $13.93     $18.44     $5.55     $0.00    $1.09    $78.50     $86.83     $35.01    $113.51   $56.56    $143.39      1.27           1.000              Crane*   Link-Belt LS-108H, 45.4 MT, 40' Boom                     $27.57        $5.72        $11.25      $7.57       $10.52      $14.25          $11.78     $16.36     $13.93     $18.44        $5.55        $0.00        $1.09           2011 1
MECHANICAL CRANE ATTACHMENTS-JIB BOOMS                                                                                                                                                                                                                                                                      MECHANICAL CRANE ATTACHMENTS-JIB BOOMS
            20' Tubular, 45.5-68 MT                            $0.75        $0.09      $0.15      $0.13      $0.18     $0.15    $0.10       $0.14      $0.13      $0.00      $0.05     $0.00    $0.00    $0.56      $0.65      $0.75      $1.31    $0.99      $1.64       1.27           1.000                       20' Tubular, 45.5-68 MT                                  $0.59         $0.07        $0.12       $0.10       $0.14       $0.12           $0.10      $0.14      $0.13      $0.00         $0.05        $0.00        $0.00           2011 1
                                                       Total   $35.76       $7.35      $14.44     $9.74      $13.54    $18.25   $11.88      $16.50     $14.06     $18.44     $5.60     $0.00    $1.09    $79.06     $87.48     $35.76    $114.82   $57.55    $145.03                                                 Total                                                    $28.16        $5.79        $11.37      $7.67       $10.66      $14.37          $11.88     $16.50     $14.06     $18.44        $5.60        $0.00        $1.09

CRAWLER MOUNTED LATTICE BOOM CRANES                                                                                                                                                                                                                                                                         CRAWLER MOUNTED LATTICE BOOM CRANES
Crane       Manitowoc 777 Series 2, 181.4 MT, 60' Boom         $46.52      $13.27      $43.29    $20.31      $28.21    $26.34   $18.51      $25.71     $29.28     $34.45     $10.50    $0.00    $2.44    $141.83    $156.93    $46.52    $188.35   $103.08   $260.01      1.27           1.000              Crane*   Manitowoc 777 Series 2, 181.4 MT, 60' Boom               $36.63       $10.45        $34.09      $15.99      $22.21      $20.74          $18.51     $25.71     $29.28     $34.45       $10.50        $0.00        $2.44           2011 1
MECHANICAL CRANE ATTACHMENTS-JIB BOOMS                                                                                                                                                                                                                                                                      MECHANICAL CRANE ATTACHMENTS-JIB BOOMS
            20' Tubular, 81.7-122.4 MT                         $1.04       $0.14       $0.23     $0.15       $0.20     $0.20    $0.12       $0.16      $0.19      $0.00      $0.07     $0.00    $0.00     $0.73      $0.82     $1.04      $1.77     $1.41     $2.23       1.27           1.000                       20' Tubular, 81.7-122.4 MT                               $0.82        $0.11         $0.18       $0.12       $0.16       $0.16           $0.12      $0.16      $0.19      $0.00        $0.07         $0.00        $0.00           2011 1
                                                  Total        $47.56      $13.41      $43.52    $20.46      $28.41    $26.54   $18.63      $25.87     $29.47     $34.45     $10.57    $0.00    $2.44    $142.56    $157.75    $47.56    $190.12   $104.49   $262.24                                                 Total                                                    $37.45       $10.56        $34.27      $16.11      $22.37      $20.90          $18.63     $25.87     $29.47     $34.45       $10.57        $0.00        $2.44

HAND HELD VIBRATORY PLATE COMPACTORS                                                                                                                                                                                                                                                                        HAND HELD VIBRATORY PLATE COMPACTORS
Hand Compactor 21" Plate, 4000-5500 pounds/blow*               $0.97        $0.08      $0.13      $0.01      $0.02     $0.37    $0.17       $0.23       $0.27     $1.55      $0.19     $0.00    $0.00     $2.56      $2.63     $0.97      $3.53     $1.18     $3.81       1.27           1.000              Hand Compactor Plate, 4000-5500 pounds/blow*
                                                                                                                                                                                                                                                                                                                       21"                                                     $0.76        $0.06        $0.10       $0.01        $0.02       $0.29          $0.17      $0.23      $0.27      $1.55         $0.19        $0.00        $0.00           2011 1

SELF PROPELLED RUBBER & STEEL VIBRATORY COMPACTOR                                                                                                                                                                                                                                                           SINGLE DRUM VIBRATORY COMPACTOR
Roller CompactorIngersoll-Rand SD160DX TF, Smooth 84" 173 Hp$15.76          $2.81      $2.35      $0.86      $0.82     $3.25    $2.35       $3.27       $8.30     $13.81     $5.16     $1.28    $0.00    $35.01     $35.89     $15.76    $50.77    $20.92    $56.81       1.27           1.000              Roller Compactor
                                                                                                                                                                                                                                                                                                                        Ingersoll-Rand SD160DX TF, Smooth 84" 173 Hp          $12.41        $2.21        $1.85       $0.68        $0.95       $2.56          $2.35      $3.27      $8.30      $13.81        $5.16        $1.28        $0.00           2011 1

TOWED STEEL DRUM STATIC COMPACTORS                                                                                                                                                                                                                                                                          TOWED STEEL DRUM STATIC COMPACTORS
Grid Roller Hercules GTD 5448 Grid                             $0.76        $0.25      $0.25      $0.05      $0.04     $0.65    $0.22       $0.30       $0.25     $0.00      $0.62     $0.00    $0.00     $1.79      $1.86     $0.76      $2.55     $1.26     $3.12       1.27           1.000              Grid Roller* Hercules GTD 5448 Grid                                  $0.60        $0.20        $0.20     $0.04          $0.05          $0.51     $0.22        $0.30      $0.25      $0.00         $0.62         $0.00        $0.00        2011 1

PISTOL GRIP CHAIN SAW                                                                                                                                                                                                                                                                                       PISTOL GRIP CHAIN SAW
Chain Saw     36" Sprocket Nose Bar Hydraulic Powered          $1.03        $0.08      $0.05      $0.17      $0.15     $0.22    $0.09       $0.13       $0.09     $0.00      $0.02     $0.00    $0.00     $0.59      $0.61     $1.03      $1.62     $1.16     $1.77       1.27           1.000              Chain Saw 36" Sprocket Nose Bar Hydraulic Powered                    $0.81        $0.06        $0.04     $0.13          $0.18          $0.17     $0.09        $0.13      $0.09      $0.00         $0.02         $0.00        $0.00        2009 2

DIESEL HAMMERS                                                                                                                                                                                                                                                                                              DIESEL HAMMERS
Pile Driver  Delmag D12-42 Single Acting, 33,990 lb Hammer $3.09            $1.19      $0.93      $1.40      $1.14     $2.50    $1.58       $2.19       $1.94     $4.95      $0.68     $0.00    $0.00    $13.05     $13.40     $3.09     $16.14     $5.21    $18.61       1.27           1.000              Pile Driver* Delmag D12-42 Single Acting, 33,990 lb Hammer           $2.43        $0.94        $0.73     $1.10          $1.53          $1.97     $1.58        $2.19      $1.94      $4.95         $0.68         $0.00        $0.00        2009 2
CRAWLER MOUNTED LATTICE BOOM CRANES                                                                                                                                                                                                                                                                         CRAWLER MOUNTED LATTICE BOOM CRANES
     Crane ? Link-Belt LS-108H, 45.4 MT, 40' Boom         $35.01            $7.26      $14.29    $9.61       $9.61     $18.10   $11.78      $16.36     $13.93     $18.44     $5.55     $0.00    $1.09    $78.50     $83.08     $35.01    $113.51   $56.56    $139.64      1.27           1.000              Crane*       Link-Belt LS-108H, 45.4 MT, 40' Boom                 $27.57        $5.72        $11.25      $7.57       $10.52      $14.25          $11.78     $16.36     $13.93     $18.44        $5.55        $0.00        $1.09           2011 1
                                                   Total  $38.10            $8.45      $15.22    $11.01      $10.75    $20.60   $13.36      $18.55     $15.87     $23.39     $6.23     $0.00    $1.09    $91.55     $96.48     $38.10    $129.65   $61.77    $158.25                                                     Total                                                $30.00        $6.66        $11.98      $8.67       $12.05      $16.22          $13.36     $18.55     $15.87     $23.39        $6.23        $0.00        $1.09

HYDRAULIC TRACK DRILLS                                                                                                                                                                                                                                                                                      HYDRAULIC TRACK DRILLS
HYD Track Drill Ingersoll-Rand ECM590/YH80                     $36.69       $5.27      $9.47      $9.18      $8.47     $11.26   $12.79      $17.77     $12.69     $23.37     $5.18     $0.00    $1.32    $75.79     $80.06     $36.69    $112.48   $51.43    $131.49      1.27           1.000                          Ingersoll-Rand ECM590/YH80
                                                                                                                                                                                                                                                                                                            HYD Track Drill*                                                    $28.89        $4.15        $7.46     $7.23         $10.04          $8.87     $12.79      $17.77     $12.69     $23.37         $5.18         $0.00        $1.32        2011 1

AIR TRACK DRILLS                                                                                                                                                                                                                                                                                            AIR TRACK DRILLS
Air Track Drill Ingersoll-Rand ECM350/VL140, 4" Hole           $15.52       $1.70      $2.11      $5.33      $5.12     $5.09    $5.05       $7.01       $5.01     $0.00      $0.89     $0.00    $0.00    $21.37     $23.12     $15.52    $36.89    $19.33    $42.45       1.27           1.000                             Ingersoll-Rand ECM350/VL140, 4" Hole
                                                                                                                                                                                                                                                                                                            Air Track Drill*                                                    $12.22        $1.34        $1.66     $4.20          $5.84          $4.01     $5.05        $7.01      $5.01      $0.00         $0.89         $0.00        $0.00        2011 1
PORTABLE ROTARY SCREW AIR COMPRESSORS                                                                                                                                                                                                                                                                       PORTABLE ROTARY SCREW AIR COMPRESSORS
                Diesel powered, 1600 CFM Compressor            $10.11       $1.87      $2.37     $6.31       $6.63     $9.68    $5.05       $7.01       $4.83     $54.11     $5.93     $1.21    $0.00    $87.12     $89.40     $10.11     $97.23   $14.35    $103.75      1.27           1.000                             Diesel powered, 1600 CFM Compressor                   $7.96        $1.47        $1.87     $4.97          $6.90       $7.62        $5.05         $7.01     $4.83      $54.11        $5.93        $1.21        $0.00         2011 1
                                                     Total     $25.63       $3.57      $4.48     $11.64      $11.75    $14.77   $10.10      $14.02      $9.84     $54.11     $6.82     $1.21    $0.00    $74.85     $82.23     $25.63    $134.12   $33.68    $146.20                                                       Total                                              $20.18        $2.81        $3.53       $9.17       $12.74      $11.63          $10.10     $14.02     $9.84      $54.11        $6.82        $1.21        $0.00

PORTABLE ROTARY SCREW AIR COMPRESSORS                                                                                                                                                                                                                                                                       PORTABLE ROTARY SCREW AIR COMPRESSORS
Compressor  Diesel Powered, 250 CFM Compressor                 $1.83        $0.30      $0.44      $2.46      $2.59     $1.68    $1.94       $2.69       $0.76     $8.84      $1.04     $0.19    $0.00    $16.91     $17.79     $1.83     $18.74     $2.57    $20.36       1.27           1.000              Compressor* Diesel Powered, 250 CFM Compressor                       $1.44        $0.24        $0.35     $1.94          $2.69          $1.32     $1.94        $2.69      $0.76      $8.84         $1.04         $0.19        $0.00        2011 1

SEED SPRAYERS FOR TRUCK MOUNTING                                                                                                                                                                                                                                                                            SEED SPRAYERS FOR TRUCK MOUNTING
Hydro Seeder Bowie Victor 1100, 1100 Gal Working Capacity      $2.86        $0.66      $0.57      $0.90      $0.58     $1.12    $1.01       $1.40       $0.50     $8.23      $0.58     $0.00    $0.00    $12.34     $12.41     $2.86     $15.20     $4.09    $16.50       1.27           1.000                          B
                                                                                                                                                                                                                                                                                                            Hydro Seeder* owie Victor 1100, 1100 Gal Working Capacity            $2.25        $0.52        $0.45     $0.71          $0.99          $0.88     $1.01        $1.40      $0.50      $8.23         $0.58         $0.00        $0.00        2009 2

OFF-HIGHWAY WATER TANKER TRUCKS                                                                                                                                                                                                                                                                             OFF HIGHWAY WATER TANKER TRUCK
Fuel Truck  7,000 gal Diesel Powered                           $25.13       $8.62      $6.67      $4.61      $0.58     $5.33    $8.91       $12.38      $7.67     $37.59     $4.97     $6.49    $0.00    $75.57     $75.01     $25.13    $100.70   $40.42    $115.43      1.27           1.000                                           7,000 gal Diesel Powered               $19.79        $6.79        $5.25     $3.63          $5.04          $4.20     $8.91       $12.38      $7.67     $37.59         $4.97         $6.49        $0.00        2009 2




                                                                                                                                                                                                                                                                                                             Page 2
Equipment Costs Updated
                                                                                        TIMBER SALE                                                  PUBLIC WORKS
                       EQUIPMENT                                        Equipment              Operator ~ No Overtime              Equipment                         Operator
                                                                     Total    Standby       FS Cost Tracking      Appraisal    Total     Standby       40 Hr. Week              54 Hr. Week
                                                                      $/hr      $/hr     No Camp      w/Camp      No Camp       $/hr       $/hr    No Camp     w/Camp      No Camp      w/Camp
  Common Name                Detailed Description
                                                                    EQ_TS     EQSB_TS     OP_TS       OP_TSC       OP_TSA     EQ_PW     EQSB_PW    OP_40PW    OP_40PWC    OP_54PW      OP_54PWC
                   Cat 330CL (2006), 2.25 CY Bucket, 35.1 MT w/
Backhoe                                                             $103.99   $29.27      $32.62      $35.65       $29.61     $125.21    $44.64     $42.12      $45.55      $44.97       $47.51
                   Thumb (wide) Hyd Pwr 33.1-40.0 MT
                   ZAXIS 450LC-5 (2006), 2.74 CY Bucket, 46.2
Backhoe                                                             $132.62   $38.08      $32.62      $35.65       $29.61     $157.86    $56.30     $42.12      $45.55      $44.97       $47.51
                   MT w/ Thumb 40.1-50.0 MT (wide)

                   Cat D6R, Straight Blade, 2003, 163 HP, EROPS
Straight Dozer                                                      $64.12    $13.02      $34.64      $37.87       $31.45     $78.54     $23.73     $40.01      $43.24      $42.69       $45.08
                   Towing Winch - 75-104 HP - 40,000 lbs

                   Cat D7R DS SERIES II, Semi-U Blade, 240 Hp,
Angle Dozer                                                         $105.96   $28.42      $34.64      $37.87       $31.45     $131.16    $48.54     $40.01      $43.24      $42.69       $45.08
                   EROPS Towing Winch - 75-104 HP - 40,000 lbs

Grader             Cat 14 H, EROPS 14'Moldboard 220 hp              $79.42    $21.12      $29.94      $32.73       $27.18     $102.69    $42.06     $41.33      $44.68      $44.11       $46.59
5 CY Loader        Cat 966G Series II, (2006) 5 CY Bucket           $68.39    $20.04      $29.71      $32.48       $26.98     $84.96     $35.00     $40.92      $44.22      $43.69       $46.12
8 CY Loader        Cat 988G (2005), 8.2 CY Bucket, 475 hp           $135.71   $37.26      $35.96      $38.93       $33.02     $167.60    $65.34     $40.92      $44.22      $43.69       $46.12
Dump Truck         6x4, 70,000 lbs GVW, 12-18 CY                    $69.42    $13.35      $23.22      $25.38       $21.08     $78.09     $19.51     $30.65      $32.85      $32.49       $34.12
                   Ingersoll-Rand ECM350/VL140, 4" Hole & Diesel
Air Track Drill                                                     $134.12   $25.63      $27.70      $30.28       $25.15     $146.20    $33.68     $38.29      $41.33      $40.84       $43.09
                   powered, 1600 CFM Compressor
HYD Track Drill    Ingersoll-Rand ECM590/YH80                       $112.48   $36.69      $27.70      $30.28       $25.15     $131.49    $51.43     $38.29      $41.33      $40.84       $43.09
Compressor         Diesel Powered, 250 CFM Compressor               $18.74     $1.83      $23.75      $25.97       $21.57     $20.36      $2.57     $34.18      $36.82      $36.37       $38.32
Crew Cab           1 ton Gasoline 4x4 234 hp                        $20.72     $4.04      $26.62      $28.82       $24.45     $22.49      $5.35     $30.48      $32.69      $32.31       $33.94
Flat Bed           8500 GVW Gasoline 4x4                            $32.02     $2.65      $26.62      $28.82       $24.45     $33.69      $3.88     $30.48      $32.69      $32.31       $33.94
Shop Truck         25,000 GVW Diesel 4x2                            $25.22     $5.42      $23.22      $28.82       $24.45     $28.49      $7.95     $30.48      $32.69      $32.31       $33.94

Log truck          75,000 GVW Diesel 6x4 & 4-axle, level, 75 ton    $77.03    $18.72      $27.71      $30.00       $25.45     $91.82     $27.61     $35.14      $37.34      $37.56       $39.19


low boy            75,000 GVW Diesel 6x4 & 4-axle, level, 75 ton    $77.82    $18.72      $26.62      $28.82       $24.45     $92.61     $27.61     $30.48      $32.69      $32.31       $33.94

                   Link-Belt LS-108H, 45.4 MT, 40' Boom 20'
Crane                                                               $114.82   $35.76      $32.62      $35.65       $29.61     $145.03    $57.55     $41.07      $44.40      $43.83       $46.30
                   Tubular, 45.5-68 MT
                   Manitowoc 777 Series 2, 181.4 MT, 60' Boom 20'
Crane                                                               $190.12   $47.56      $32.62      $35.65       $29.61     $262.24    $104.49    $41.07      $44.40      $43.83       $46.30
                   Tubular, 81.7-122.4 MT
Hand Compactor     21" Plate, 4000-5500 pounds/blow*                 $3.53     $0.97      $23.75      $25.97       $21.57      $3.81      $1.18     $34.18      $36.82      $36.37       $38.32

Roller Compactor   Ingersoll-Rand SD160DX TF, Smooth 84" 173 Hp     $50.77    $15.76      $26.62      $28.82       $24.45     $56.81     $20.92     $40.01      $43.24      $42.69       $45.08

Grid Roller        Hercules GTD 5448 Grid                            $2.55     $0.76      $26.62      $28.82       $24.45      $3.12      $1.26     $40.01      $43.24      $42.69       $45.08
Chain Saw          36" Sprocket Nose Bar Hydraulic Powered           $1.62     $1.03      $56.93      $61.64       $52.29      $1.77      $1.16     $39.76      $42.40      $42.67       $44.62

                   Delmag D12-42 Single Acting, 33,990 lb Hammer
Pile Driver                                                         $129.65   $38.10      $57.14      $61.80       $52.54     $158.25    $61.77     $34.18      $36.82      $36.37       $38.32
                   Link-Belt LS-108H, 45.4 MT, 40' Boom


Hydro Seeder       Bowie Victor 1100, 1100 Gal Working Capacity     $15.20     $2.86      $23.22      $25.97       $21.57     $16.50      $4.09     $34.18      $36.82      $36.37       $38.32


Fuel Truck         7,000 gal Diesel Powered                         $100.70   $25.13      $26.62      $28.82       $24.45     $115.43    $40.42     $30.48      $32.69      $32.31       $33.94




                                                                    PUBLIC WORKS / TIMBER SALE WAGE RATES (CONTINUED)


PRINTED
8/22/2012 0:50
                                                                                             TIMBER SALE OPERATOR
                                                                                                                                                             PUBLIC WORKS OPERATOR
                                                                                                  No Overtime
                                                                                            FS Cost Tracking      Appraisal                            40 Hr. Week              54 Hr. Week
                             Labor Classification                                        No Camp      w/Camp      No Camp                          No Camp     w/Camp      No Camp      w/Camp
                   General Laborer                                                        $23.22      $25.38       $21.08                           $34.18     $36.82       $36.37      $38.32
                   Timber Faller                                                          $56.93      $61.64       $52.29                           $39.76     $42.40       $42.67      $44.62
                   Chuck Tender                                                           $27.70      $30.28       $25.15                           $35.39     $38.13       $37.69      $39.72
                   Grademan                                                               $35.07      $37.96       $32.20                           $45.73     $48.87       $49.20      $51.52
                   Survey Party Chief                                                     $26.62      $28.82       $24.45                           $35.91     $38.71       $38.23      $40.31
                   Survey Crew                                                            $23.75      $25.97       $21.57                           $34.18     $36.82       $36.37      $38.32
                   Mechanic                                                               $35.07      $37.96       $32.20                           $40.01     $43.24       $42.69      $45.08
ITEM       DESCRIPTION                           QTY         UNITS   PRICE      TOTAL
   15702   Silt Fence                                   30   LF           $5.00    $150.00
   20352   Removal of culverts                           1   EA       $1,547.96 $1,547.96
   20429   End Haul                                     50   CY          $27.13 $1,356.50
   15204   Drainage Structure Survey & staking           1   EA         $352.67    $352.67
   60201   60" CMP, supply and install                  40   LF         $252.98 $10,119.20
   62501   Seeding, Dry Method                         0.5   AC         $552.68    $276.34
   15101   Mobilization                                  1   LS       $1,656.32 $1,656.32
                                                                                $15,458.99
PRINTED          8/22/2012 0:50
                                                               ENGINEERS' ESTIMATE
                                                             xxxxxxxxxxxxxx TIMBER SALE
                                                             CONTRACT NO. XXXXXXXX

                                                               NEW CONSTRUCTION
                                                                   Road Number xxxxx
                                                                  Station 0+00 to xx+xx
                                                              Mile post 0.00 to Mile post x.x

                                                                          #REF!

Pay                                                                                   Estimated      Pay          Unit        Item
Item                                      Item Description                            Quantity       Unit         Price       Cost

15702            Silt Fence                                                               30      Lineal Foot    $5.00      $150.00

15204            Drainage structure survey and staking                                   1.00        Each       $352.67     $352.67

20352            Removal of culverts                                                     1.00        Each       $1,547.96   $1,547.96

20429            End haul                                                               40.00     Cubic yard     $27.13     $1,085.20

15101            Mobilization                                                            1.00     Lump Sum      $1,656.32   $1,656.32

6020118*         18" corrugated metal pipe                                               0.00     Lineal Foot    $32.80      $0.00
                 .064" thickness for steel or
                 .060" thickness for aluminum,
                 method (C), 2 2/3 x 1/2" corrugations

6020124*         24" corrugated metal pipe                                               0.00     Lineal Foot    $49.18      $0.00
                 .064" thickness for steel or
                 .060" thickness for aluminum,
                 method (C), 2 2/3 x 1/2" corrugations

6020136*         36" corrugated metal pipe                                               0.00     Lineal Foot   $105.68      $0.00
                 .064" thickness for steel or
                 .060" thickness for aluminum,
                 method (C), 2 2/3 x 1/2" corrugations

6020148*         48" corrugated metal pipe                                              40.00     Lineal Foot   $203.64     $8,145.60
                 .079 thickness for steel or
                 .075 thickness for aluminum,
                 method (C), 2 2/3 x 1/2" corrugations

6020160*         60" corrugated metal pipe                                               0.00     Lineal Foot   $252.98      $0.00
                 .079 thickness for steel or
                 .075 thickness for aluminum,
                 method (C), 3 x 1" corrugations

6020172*         72" corrugated metal pipe                                               0.00     Lineal Foot   $274.18      $0.00
                 .109 thickness for steel or
                 .105 thickness for aluminum,
                 method (C), 3 x 1" corrugations

       6020184 84" corrugated metal pipe                                                 0.00     Lineal Foot   $360.15      $0.00
CASE BY CASE .109 thickness for steel or
               .105 thickness for aluminum,
               method (C), 3 x 1" corrugations

64004            Gate road, type steel tube, size 16 foot                                0.00        Each       $3,746.57    $0.00

65101            Pit development                                                         0.00        Each       $7,505.11    $0.00


                                                                 Page 5 of 37
                                                      ENGINEERS' ESTIMATE
                                                    xxxxxxxxxxxxxx TIMBER SALE
                                                    CONTRACT NO. XXXXXXXX

                                                      NEW CONSTRUCTION
                                                          Road Number xxxxx
                                                         Station 0+00 to xx+xx
                                                     Mile post 0.00 to Mile post x.x

                                                                 #REF!

Pay                                                                          Estimated        Pay        Unit        Item
Item                             Item Description                            Quantity         Unit       Price       Cost

62501    Seeding, dry method (without mulch)                                    0.50          Acre     $552.68      $276.34

62501h   Seeding, hydraulic method (with mulch)                                 0.00          Acre     $1,174.27     $0.00

62504    Fertilizer (supplemental application)                                  0.00          Acre     $235.07       $0.00

62505    Seed (supplemental application)                                        0.00          Acre     $313.67       $0.00

                                                                                         TOTAL COST:               $13,064.09




                                                        Page 6 of 37
Instructions for COST DEV tab:

                                                                Effective January 28, 2011




           Instructions: This COST DEV tab and the equations are set up for a Public Works estimate for a project using a 40 hour week and
           no camp costs by default. Both PW and TS estimates can be generated, however three operations using FIND and REPLACE are
           necessary: EQ (equipment), OP (operator/labor) and PR (Profit & Risk) to account for the PW vs TS rates, the 40 hr vs 54 hour
           week, and the camp vs no camp cost variables. See steps 1 - 3 below. Complete step 4 for projects with Linear Grading line items.

STEP 1: Change Equipment Rates from PW to TS (If PW project, no change, go to Step 2):
         From the Menu Bar click on the Find & Select binoculars. At the Find prompt, type EQ_PW. At the Replace prompt, type EQ_TS.
         To complete the operation, click on "replace all". Verify the change by looking at a corresponding cost item cell formula.


STEP 2: Set the Labor Rates (if different than the default OP_40PW):
          From the Menu Bar click on the Find & Select binoculars. At the Find prompt, type OP_40PW. At the Replace prompt, type the
          code that fits your estimate (see Table 1, below). To complete the operation, click on "replace all". Verify the change by looking
          at a corresponding cost item cell formula.
           Table 1 - Labor Rate Codes
           CODE          Definition, Public Works                                  CODE             Definition, Timber Sale
           OP_40PW       Public Works, 40 Hr Week, No Camp Costs (default)         OP_TS            Timber Sale Without Camp Costs
           OP_40PWC Public Works, 40 Hr Week, With Camp Costs                      OP_TSC           Timber Sale With Camp Costs
           OP_54PW       Public Works, 54 Hr Week, No Camp Costs                   OP_TSA           Timber Sale Appraisals
           OP_54PWC Public Works, 54 Hr Week, With Camp Costs

STEP 3: Set the Profit and Risk (default PW is 1.10, TS is 1.0) :
          From the Menu Bar click on the Find & Select binoculars. At the Find prompt, type PR_PW. At the Replace prompt, type PR_TSA.
          To complete the operation, click on "replace all". Verify the change by looking at a corresponding P&R cell formula.


STEP 4: Linear Grading Cost Estimation
          For calculating Linear Grading costs, change to the LINEAR GRADING CALC SHEET and complete entries for %Common and
          %Rock excavation, and miles (yellow highlight). A FIND and REPLACE operation is needed if the estimate is for TS for Profit and
          Risk, similarly to STEP 3 above.


Instructions for LINEAR GADING CALC SHEET
            For calculating Linear Grading costs, complete entries for %Common, %Rock excavation, percent end haul as applicable, and miles.
            A FIND and REPLACE operation is needed if the estimate is for a Timber Sale: From the Menu Bar click on the Find & Select
            binoculars. At the Find prompt, type PR_PW. At the Replace prompt, type PR_TSA. To complete the operation, click on "replace
            all". Verify the change by looking at a corresponding P&R cell formula.
                                                                                                                 PRINTED
                                                                                                                               8/22/2012 0:50

                                                             ENGINEERS COST GUIDE

                                                           USE FOR ESTIMATING COSTS
                                                                         in the
                                                      Survey and Construction of Roads and Bridges

                                                                          Region 10
                                                                    Tongass National Forest

                                                                 Effective January 28, 2011



           Instructions: This COST DEV tab and the equations are set up for a Public Works estimate for a project using a 40 hour week and
           no camp costs by default. Both PW and TS estimates can be generated, however three operations using FIND and REPLACE are
           necessary: EQ (equipment), OP (operator/labor) and PR (Profit & Risk) to account for the PW vs TS rates, the 40 hr vs 54 hour
           week, and the camp vs no camp cost variables. See steps 1 - 3 below. Complete step 4 for projects with Linear Grading line items.

STEP 1: Change Equipment Rates from PW to TS (If PW project, no change, go to Step 2):

           From the Menu Bar click on the Find & Select binoculars. At the Find prompt, type EQ_PW. At the Replace prompt, type EQ_TS.
           To complete the operation, click on "replace all". Verify the change by looking at a corresponding cost item cell formula.

STEP 2: Set the Labor Rates (if different than the default OP_40PW):
          From the Menu Bar click on the Find & Select binoculars. At the Find prompt, type OP_40PW. At the Replace prompt, type the
          code that fits your estimate (see Table 1, below). To complete the operation, click on "replace all". Verify the change by looking at
          Table 1 - Labor Rate Codes
          CODE            Definition, Public Works                                     CODE              Definition, Timber Sale
          OP_40PW         Public Works, 40 Hr Week, No Camp Costs (default)            OP_TS             Timber Sale Without Camp Costs
          OP_40PWC Public Works, 40 Hr Week, With Camp Costs                           OP_TSC            Timber Sale With Camp Costs
          OP_54PW         Public Works, 54 Hr Week, No Camp Costs                      OP_TSA            Timber Sale Appraisals
          OP_54PWC Public Works, 54 Hr Week, With Camp Costs

STEP 3: Set the Profit and Risk (default PW is 1.10, TS is 1.0) :

           From the Menu Bar click on the Find & Select binoculars. At the Find prompt, type PR_PW. At the Replace prompt, type
           PR_TSA. To complete the operation, click on "replace all". Verify the change by looking at a corresponding P&R cell formula.

STEP 4: Linear Grading Cost Estimation
          For calculating Linear Grading costs, change to the LINEAR GRADING CALC SHEET and complete entries for %Common and
          %Rock excavation, and miles (yellow highlight). A FIND and REPLACE operation is needed if the estimate is for TS for Profit
          and Risk, similarly to STEP 3 above.




Project Name:             Posted Master Cost Guide

                                   YELLOW HIGHLIGHTED ITEMS SHOULD BE CHANGED FOR EACH PROJECT'S SPECIFICS


                      HIGHLIGHT IN RED, ANY CHANGES YOU MADE TO THE ORIGINAL POSTED COST GUIDE FOR REVIEWER PURPOSES

COST TREND PROJECTION

           All cost estimates for road construction on, Independent Timber Sales and Public Works projects will be corrected for the rate of
           inflation at 2.06% annually. This rate was developed and issued by the Regional Office on October 1, 2010. All projects will be
           adjusted from October 1, 2010 to the estimated mid-point of construction using a factor of 0.001716 per month (0.0206/12 =
           0.001716).

                             Cost Trend Projection: F=(FT)(N) + 1.0

           Where: F= Factor used for projection estimate to the midpoint of construction

                     FT= Latest cost trend factor published in the Cost Guide

           N= Number of months from base date to the midpoint of construction

           Example:
           Construction will begin on 6/1/2011 and will take until 12/31/2011 to complete.

                                                                                                                months from 10/01 to project
           To Beginning
                            2/1/2011         to       9/1/2011                                  =          6.97 start
              Length of                                                                                         months to the midpoint of
               Project      9/1/2011         to       9/1/2012                                  =          6.02 project

             Total number of months to midpoint of construction (N)=                                      12.99 months

                                                           FT = 0.001569

                    F = ( 0.001569     ) x (            12.99       ) +1 =      1.0204   Cost Trend Projection Factor


PROFIT AND RISK

           (Equipment Costs + Labor Costs) X 1.10 P & R = Constructed Cost
                        Timber Sale Appraisal Profit and Risk:         1.00              PR_TSA
                        All Other Estimates Profit and Risk:           1.10              PR_PW

           The Cost Guide default is presently set for a 1.10 Profit & Risk factor to change this rate: from the Menu Bar, click on the Find
           & Select binoculars, at the Find prompt, type PR_PW. At the Replace prompt, type PR_TSA.

Item 18305                P-line reestablishment


           Assumptions:




                                                                                                                   Page 8 of 37
         Two people can reestablish 1 mile of P-Line in 20 hours (including travel). Half the stakes will be found, but all will be illegible.
         This work will require 132/2=66 lath. Paint, flagging and any additional supplies will be at the rate of $25/mile.
                                                               Amount        Hours          Cost                           Total Cost
         Survey Party Chief                                          1         20         $38.23            =                           $764.60
         Survey Crew Member (Each)                                   1         20         $36.37            =                           $727.40
         Lath (Each)                                                66          0          $0.58            =                            $38.28
         Supplies (Lump Sum.)                                        1          0         $25.00            =                            $25.00
                                                                                                           Total                     $1,555.28
                                                                                                              X                              1.10 P & R
                                                                                                                                     $1,710.81
                                                                                                              X                           1.0204 Trend
                                                                               Item        18305                                     $1,745.71 Mile


Item 15202              Slope and reference staking, and clearing and grubbing flags, Tolerance _D_ Method __II_

         Assumptions:
         A two person staking crew working 27 hours (including travel) can stake a mile of road including clearing limits. This requires that
         117 sections are reference staked and 15 sections sloe staked per mile, for a total of 132 sections. Staking these sections and 27
         culverts stakes (1 culvert per 200 ft). A total of 310 lath will be used for this estimate. Paint flagging and any additional supplies
         will be at a rate of $50/mile.

                                                                 Amount        Hours          Cost                          Total Cost
         Survey Party Chief                                         1           27          $38.23           =                      $1,032.21
         Survey Crew Member (Each)                                  1           27          $36.37           =                         $981.99
         Lath (Each)                                               310           0           $0.58           =                         $179.80
         Supplies (Lump Sum)                                        1            0          $50.00           =                          $50.00
                                                                                                            Total                   $2,244.00
                                                                                                               X                            1.10 P& R
                                                                                                                                    $2,468.40
                                                                                                               X                         1.0204 Trend
                                                                                  Item       15202                                  $2,518.76 Mile


Item 15204              Drainage structure survey and staking

         Assumptions: It will take two people 4 hours to set control and stake the structures

                                                                 Amount        Hours          Cost                          Total Cost
         Survey Party Chief                                          1           4          $38.23           =                           $152.92
         Survey Crew Member (Each)                                   1           4          $36.37           =                           $145.48
         Lath (Each)                                                10           0           $0.58           =                             $5.80
         Supplies (Lump Sum.)                                        1           0          $10.00           =                            $10.00
                                                                                                            Total                        $314.20
                                                                                                               X                              1.10 P & R
                                                                                                                                         $345.62
                                                                                                               X                           1.0204 Trend
                                                                              Item           15204                                       $352.67 Each


Item 18301              P-line survey, low volume road, new construction

         Assumptions:

         A three person survey crew can accomplish a mile of P-Line survey in 48 hours (including travel). There are 132 sections surveyed
         per mile. A total of 150 lath will be used for this estimate. Paint, flagging and any additional supplies will be at a rate of $32/mile.

                                                                 Amount        Hours          Cost                          Total Cost
         Survey Party Chief                                         1           48          $38.23           =                      $1,835.04
         Survey Crew Member (Each)                                  2           48          $36.37           =                      $3,491.52
         Lath (Each)                                               150           0           $0.58           =                         $87.00
         Supplies (Lump Sum.)                                       1            0          $32.00           =                         $32.00
         Transportation (helicopter)                                0            0          $875.00          =                          $0.00
                                                                                                            Total                   $5,445.56
                                                                                                               X                           1.10 P & R
                                                                                                                                    $5,990.12
                                                                                                               X                        1.0204 Trend
                                                                              Item           18301                                  $6,112.32 Mile


Item 18301              Road design, construction, geometric

         Assumptions:
         From a contractor design timber sale, one person at the level of Survey Party Chief can do all the work necessary to complete the
         design.

                                                                 Amount        Hr/Mi          Cost                          Total Costs
         Pre-design field review                                    1           10          $38.23           =                         $382.30
         Design                                                     1           40          $38.23           =                      $1,529.20
         Plan-in-hand review                                        1           10          $38.23           =                         $382.30
         Re-work design                                             1           10          $38.23           =                         $382.30
         Computer Hardware time                                     1           44           $4.00           =                         $176.00
         Computer Software time                                     1           44           $4.00           =                         $176.00
         Materials (paper, pens, etc.)                              1            1          $20.00           =                          $20.00
         Transportation (helicopter)                                0            0          $875.00          =                           $0.00
                                                                                                            Total                   $3,048.10
                                                                                                               X                            1.10 P & R
                                                                                                                                    $3,352.91
                                                                                                               X                         1.0204 Trend
                                                                              Item           18301                                  $3,421.31 Mile


                        Clearing and grubbing, utilization of timber ____, slash treatment methods under 203 for : tops & limbs___,
Item 20101              logs ___, stumps ___, utilization of timber ___.
                        NOTE: The same options exist for slash disposal, debris mat, scattering, windrowing etc they are found in the
                        FS Spec Manager in Section 201 & 203.
         Assumptions:
         A right-of-way faller can accomplish 1.7 acres of clearing in a 9 hour day. One acre can be cleared and grubbed by a Cat 330BL
         backhoe in two 9 hour days. Backhoe time includes clean up.

                                                                 Amount       Hr/Acre         Cost                          Total Cost


                                                                                                                    Page 9 of 37
         Timber Faller                                                 1          5.3        $42.67           =                         $226.15
         Chain Saw                                                     1          5.3         $1.77           =                            $9.38
         Backhoe                                                       1          18         $125.21          =                        $2,253.78
         Backhoe Operator                                              1          18         $44.97           =                         $809.46
                                                                                                             Total                     $3,298.77
                                                                                                                X                             1.10 P & R
                                                                                                                                       $3,628.65
                                                                                                                  X                        1.0204 Trend
                                                                              Item            20101                                    $3,702.67 Acre


Item 20352              Removal of culverts

         Assumptions:
         This is a standard cost for all culverts with 5 ft. or less of fill over the top at the centerline of the road. The backhoe will walk the
         road from pipe to pipe, allow 5 min. walk time between pipes. (.08hr x 15 = 1.2hr) To and from site (end dump): 6 miles one way
         @ 10 mph plus 15 minutes to load and unload with a Cat 235 Backhoe (6 mi x 2 (roundtrp) / 10 mph) + 0.5 hr (load and unload) =
         1.7 hr. Remove 15 cmps @ 50 min/cmp (includes loading into truck) (15 cmp x 50 min/cmp) divided by 60 min/hr +1.2 hr = 13.7
         hr.

                                                             Amount          Hours          Cost                        Total Cost
         Backhoe                                                    1           4         $125.21        =                         $500.84
         Backhoe Operator                                           1           4         $44.97         =                         $179.88
         Dump Truck                                                 1           4         $78.09         =                         $312.36
         Dump Truck Driver                                          1           4         $32.49         =                         $129.96
         General Laborer                                            1           4         $36.37         =                         $145.48
                 Haul: The average haul distance from the center of the job is 13.5 mile and a dump truck can haul 15 smashed pipe at 10
                       mph. We will use 3 hr per round trip which includes dumping.
         Dump Truck                                                 1           0         $78.09         =                          $78.09
         Dump Truck Driver                                          1           0         $32.49         =                          $32.49
                                                                                                        Total                   $1,379.10
                                                                                         Divided by                                        1         Each
                                                                                                                                $1,379.10
                                                                                                            X                           1.10         P&R
                                                                                                                                $1,517.01
                                                                                                            X                        1.0204          Trend
                                                                           Item            20352                                $1,547.96            Each

Item 20301              Removal of native log stringer bridge

         Assumptions:

         Based on Past Experience, a 235 backhoe can remove a NLS bridge across an average site in 8.0 hrs. The operator will double as a
         laborer. Removal of the structure does not include the structural excavation. Estimate 2 laborers with a chainsaw and one shop
         truck will be removing the cables and staples from the logs duirng the 8 hours.
                                                               Amount         Hours         Cost                         Total Cost
         Backhoe                                                     1           8       $125.21          =                      $1,001.68
         Backhoe Operator                                            1           8        $44.97          =                         $359.76
         Shop Truck                                                  1           8        $28.49          =                         $227.92
         Chain Saw                                                   1           8         $1.77          =                          $14.16
         General Laborer                                             1           8        $36.37          =                         $290.96

         The logs from the bridge will be transported to the rockpit at FDR 6585, mp 10.2. Estimate
         2 log trucks will be needed to move all the stringers to the rockpit. The backhoe will take
         0.3 hours to load each log truck, and the same amount of time to unload the trucks. Assume
         an average speed of 10 mph between the bridge and the rockpit, and 0.24 hours will be
         required to cover the 2.24 miles between the rockpit and bridge. There will be a backhoe at
         the bridge and at the rockpit. Using 2 hours for the backhoes and log trucks:
         Backhoe                                                       2          1        $125.21            =                         $250.42
         Backhoe Operator                                              2          1        $44.97             =                           $89.94
         Log Truck                                                     2          2        $91.82             =                         $367.28
         Log Truck Driver                                              2          2        $37.56             =                         $150.24
                                                                                                             Total                     $2,752.36
                                                                                                                X                             1.10 P & R
                                                                                                                                       $3,027.60
                                                                                                                  X                        1.0204 Trend
                                                                              Item            20301                                    $3,089.36 Each


Item 20301              Removal of modular bridge

         Assumptions:
         2 backhoes can remove a treated timber bridge across an average site in 12 hrs. The operator will double as a laborer. Romoval fo
         the structure does not include the structural excavation. Estimate 2 laborers and one shop truck will be removing the bolts and
         hardware during the 8 hours.

                                                                 Amount         Hours          Cost                                    Total Cost
         Backhoe                                                    2            12          $125.21          =                        $3,005.04
         Backhoe Operator                                           2            12          $44.97           =                        $1,079.28
         Shop Truck                                                 1            12          $28.49           =                         $341.88
         General Laborer                                            2            12          $36.37           =                         $872.88
         The bridge will be transported to the old camp area at Anita Bay, mp 4.0. Estimate lowboy will be needed to move all the bridge to
         Anita. The backhoe will take 0.5 hours to load the low boy, and the same amount of time to unload. Assume an average speed of 6
         mph between the bridge and Anita, and 0.7 hours will be required to cover the 4 miles. It will take 2 round trips. There will be a
         backhoe at the site and at Anita.
         Backhoe                                                     2          2        $125.21           =                         $500.84
         Backhoe Operator                                            2          2        $44.97            =                         $179.88
         Low Boy                                                     1          3        $92.61            =                         $277.83
         Low Boy Operator                                            1          3        $32.31            =                           $96.93
                                                                                                          Total                    $6,354.56
                                                                                                              X                            1.10 P & R
                                                                                                                                   $6,990.02
                                                                                                              X                         1.0204 Trend
                                                                            Item          20301                                    $7,132.62 Each


Item 20401              Excavation, Placement Method 1

         Common Excavation
         Assumptions:




                                                                                                                      Page 10 of 37
         A Cat 330BL Backhoe can excavate and sidecast 900 cubic yards of common material in medium conditions & rock/soil types @
         67% efficiency a 9 hour day while subrading. This does not include Clearing and Grubbing.

                                                               Amount         Hours          Cost                          Total Cost
         Backhoe                                                  1             9          $125.21         =                       $1,126.89
         Backhoe Operator                                         1             9          $44.97          =                          $404.73
                                                                                                          Total                    $1,531.62
                                                                                           Divided by                                      900    Cubic Yards
                                                                                                                                        $1.70
                                                                                                               X                           1.10   P&R
                                                                                                                                        $1.87
                                                                                                               X                        1.0204    Trend
                                                                            Item            20401C                                      $1.91     Cubic Yard

         Rock Excavation
         Assumptions: Powder costs 2011 Ak Pacific Powder FoB Ketchikan
         317 CY of rock (in place) can be drilled and shot every 3.6 hours. A powder factor of 1.2 lbs/cy. A Cat 235D Backhoe can clear
         the shot (420 loose cy) in 5.5 hours. Includes 2 surface delays for every 1 hole, blasting machine. Additional repair costs allowed
         on hoe.
         Computation of Powder Costs:
                         $     2.74 Powder $2.51 and Dets per lb = .23
                         $     0.27 All powder costs will include 4%,Fuel Surcharge, & 6% ERCC surcharges
                         $ 0.138 Average Freight SEE BELOW
                         $     0.02 Fuel Surcharge for freight 17.5%
                         $      -     Charter Barge Freight add $0.25/lb for 40,000#
                         $     3.17 Total Powder Costs
         FREIGHT for Wrangell, Petersburg, Sitka and Juneau:
          >= 40,000# is $0.062/lb, >= 10,000# is $0.1377/lb, < 10,000# is $0.26/lb except for Jnu $0.30
         FREIGHT for Craig & TBRD is $0.2477/lb

                                                               Amount         Hours          Cost                                  Total Cost
         Air Track Drill                                          1            3.6     $      146.20       =                        $526.32
         Air Track Drill Operator                                 1            9.1     $        40.84      =                        $371.64
         Backhoe                                                  1            5.5     $      125.21       =                        $688.66
         Backhoe Operator                                         1            5.5     $        44.97      =                        $247.34
         Misc. (cones, rods, etc.)                                1             0      $        20.00                                 $20.00
         Powder + Dets                                           381            0      $          3.17                             $1,207.77
         Air Track Drill Standby                                  1            5.4     $        33.68                               $181.87
                                                                                                          Total                    $3,243.60
                                                                                           Divided by                                     317     Cubic Yard
                                                                                                                                      $10.23
                                                                                                               X                          1.10    P&R
                                                                                                                                      $11.25
                                                                                                               X                       1.0204     Trend
                                                                            Item            20401R                                    $11.48      Cubic Yard

         Full Bench Rock Excavation (end haul is specified)
         Assumptions:

         Drilling and shooting costs are the same as for rock excavation except that standby time and 1 hour cleanup is allowed for the
         backhoe and a full time chucktender is added. Backhoe will be on standby for 2.5 hours. Standby was also added for Airtrack and
         Compressor. 2.5 hours were allowed for End Dumps which sometimes move back to haul and at other times standby.

                                                               Amount         Hours          Cost                                  Total Cost
         Air Track Drill                                           1           3.6     $      146.20       =                        $526.32
         Air Track Drill Operator                                  1            9      $        40.84      =                        $367.56
         Chuck Tender                                              1           3.6     $        37.69      =                        $135.68
         Backhoe                                                   1           6.5     $      125.21       =                        $813.87
         Backhoe Operator                                          1            9      $        44.97      =                        $404.73
         End Dump Truck                                            2           2.5     $        78.09      =                        $390.45
         End Dump Truck Driver                                     2           2.5     $        32.49      =                        $162.45
         Misc. (cones, rods, etc.)                                 1            0      $        20.00                                 $20.00
         Powder + Dets                                           172.7          0      $          3.17                              $547.46
         Backhoe Standby                                           1           2.5     $        44.64      =                        $111.60
         Air Track Drill Standby                                   1           5.4     $        33.68      =                        $181.87
                                                                                                          Total                    $3,661.99
                                                                                           Divided by                                     317     Cubic Yard
                                                                                                                                      $11.55
                                                                                                               X                          1.10    P&R
                                                                                                                                      $12.71
                                                                                                               X                       1.0204     Trend
                                                                            Item         20401FBE                                     $12.97      Cubic Yard
         Project Excavation Cost

         These percentages are taken from estimated quantites from all roads. The following calculations take the different Excavation costs
         before Profit & Risk and uses the percent of that type of Excavation to determine a project Excavation cost.

                                                                             % Exc.           Cost                                  Total Cost
         Excavation (Common)                                                   65%           $1.70         =                           $1.11
         Excavation (Rock)                                                     25%          $10.23         =                           $2.56
         Excavation (Rock, End haul specified)                                 10%          $11.55         =                           $1.16
         (End Haul is paid separately)                                                                    Total                        $4.83
                                                                                                             X                            1.10 P & R
                                                                                                                                       $5.31
                                                                                                               X                       1.0204 Trend
                                                                            Item             20401                                     $5.42 Cubic Yard


Item 20404              Borrow, Unclassified - Cat finish, Compaction method d, Finish method C

         Assumptions:

         A drilling rate of 50 ft. per hour. The pattern drilled is 8 x 9 ft. spacing. The material produced from this pattern is 2.67 cy/ft of
         bore hole. The production rate would be 50 ft x 2.67 yd = 133.5 cy/hr. A powder factor of 1.26 was used for cased gel 1.18 SG and
         1.14 for gel primed ANFO 1.00 SG. Powder cost was $1.305/lb W/O FREIGHT including dets (1/2 shots with Gel primed ANFO
         and 1/2 with cased Gel). Borrow placement on the roadway is at an average rate of 164.15 cy/hr. A swell factor of 1.32 was used.
         These costs do not include pit development.
         Computation of Powder Costs:
                          $     1.93 Powder $1.70 and Dets$ .23 per pound includes 1/2 shots with Gel primed ANFO and 1/2 with cased Gel
                          $     0.19 All powder costs will include 4%Fuel Surcharge, & 6% ECR surcharges
                              0.1377 Average Freight SEE BELOW


                                                                                                                   Page 11 of 37
                         $   0.02 Fuel Surcharge for freight 17.5%
                                  0 Charter Barge Freight add $0.25/lb for 40,000#
                        $    2.28 Total Powder Costs
         FREIGHT including fuel surcharge, for Wrangell, Petersburg, Sitka and Juneau:
         >= 40,000# is $0.062/lb, >= 10,000# is $0.1377/lb, < 10,000# is $0.26/lb except for Jnu $0.30
         FREIGHT for Thorne Bay and Craig is $.2576/lb any quantitiy

         Drill, load and shoot:
         100 hr. of drilling x 133.5 cy./hr. = 13.350 cy. produced.
         16 hr. to load and shoot
                 13,350
         13,350 solid x 1.32 swell = 17,622 cy. prism

                                                                  Amount      Hours         Cost                                   Total Cost
         Air Track Drill                                              1        100    $      146.20      =                        $14,620.00
         Air Track Drill Operator                                     1        100    $        40.84     =                         $4,084.00
         Chuck Tender                                                 1        100    $        37.69     =                         $3,769.00
         End Dump Truck                                               1         16    $        78.09     =                         $1,249.44
         End Dump Truck Driver                                        1         16    $        32.49     =                          $519.84
         5.5 CY Loader                                                1         4     $        84.96     =                          $339.84
         5.5 CY Loader Operator                                       1         4     $        43.69     =                          $174.76
         + Misc. (cones, rods, etc.)                                  1         0     $      100.00                                 $100.00
         Powder + 250 dets                                         22,294       0     $          2.28                             $50,830.32
                                                                                                                                  $75,687.20
         Load and Spread:

         17622 cy. / 164.15 = 107 hr.
                                                                  Amount      Hours         Cost                                   Total Cost
         Angle Dozer                                                 1         107        $131.16        =                        $14,034.12
         Angle Dozer Operator                                        1         107        $42.69         =                         $4,567.83
         5.5 CY Loader                                               1         107        $84.96         =                         $9,090.72
         5.5 CY Loader Operator                                      1         107        $43.69         =                         $4,674.83
         Shop Truck                                                  1         107        $28.49         =                         $3,048.43
         Fuel Truck 10% of other equipment                           1          11        $115.43        =                         $1,269.73
         Fuel Truck Standby 90% of Other Equipment                   1          96        $40.42         =                         $3,880.32
         Fuel Truck Operator                                         1          11        $32.31         =                          $355.41
         Backhoe                                                     1          27        $125.21        =                         $3,380.67
         Backhoe Operator                                            1          27        $44.97         =                         $1,214.19
                                                                                                                                  $45,516.25

                                                                                                         Total                   $121,203.45
                                                                                          Divided by                                   17622     Cubic Yards
                                                                                                                                       $6.88
                                                                                                             X                            1.10   P&R
                                                                                                                                       $7.57
                                                                                                             X                         1.0204    Trend
                                                   Cat Finish                Item           20404                                      $7.72     Cubic Yard


Item 20404b             Borrow, Unclassified - Blade Finish, Compaction method d, Finish method b
                        Note ! Finish Method A requires 6" minus in top 6 inches, and Finish method B requires a vibratory roller under
                        the FS Supplemental


                                                                  Amount      Hours         Cost                                   Total Cost
         Borrow Excavation before P & R                            16,390       0          $6.88         =                       $112,763.20
         Grader                                                       1        36         $102.69        =                         $3,696.84
         Grader operator                                              1        36         $44.11         =                         $1,587.96
         Vibratory Roller                                             0        36         $56.81         =                             $0.00
         Roller Operator                                              0        36         $42.69                                        $0.00
                                                                                                         Total                   $118,048.00
                                                                                          Divided by                                   16390     Cubic Yard
                                                                                                                                       $7.20
                                                                                                             X                            1.10   P&R
                                                                                                                                       $7.92
                                                                                                             X                         1.0204    Trend
                                                   Blade Finish              Item          20404b                                      $8.08     Cubic Yard


Item 20424              Haul

         Assumptions:

         Borrow sources are 2 miles apart and the rate at which borrow excavation is incorporated into the roadway is 164.15 cy/hr.
         Favorable grades are assumed to be less than -12%; no allowance was made for reduced speeds on these grades. If long sections of
         favorable grades in excess of -12% are present a separate cost estimate should be constructed.
           Cycle time:


         Vehicle used is a 12-18 cy. End Dump. Calculations used an average of 12 cy per load. Haul speeds are from the Cat Handbook
         #20 page 475 and 476. Haul times were increased by a factor of 1.25 dut to operation in mountainous country. Load, backup and
         wait time were decreased as the number of cycles decreased. 5.28 conversion from feet to miles.
                                                                                                         Ft.
                                                                            Min.         Factor        to mi         Time in Min.
         (-12 to +12) use +3% 1000 ft. =                      loaded         1.5          1.25         5.28              9.90
                                                              empty          0.7          1.25         5.28              4.62
                                                 load and wait               3.0            0             0              3.00
                                                                                                                        17.52                    Min.

         (+12 to +20) use +15% 1000 ft. =                      loaded          2.5          1.25        5.28               16.50
                                                               empty           1.3          1.25        5.28                8.58
                                                   load and wait               3.0           0            0                 3.00
                                                                                                                           28.08                 Min.

         Quantities hauled based on 4 End Dumps
                                                                    Min.      Cycle           No.        CY/ Min./cycle time x
                                                                   per Hr.     time         trucks      truck trucks x cy./truck
         (-12 to +12)                                                60       17.52            4          12                164                  Cy

                                                                    Min.      Cycle           No.        CY/ Min./cycle time x
                                                                   per Hr.     time         trucks      truck trucks x cy./truck
         (+12 to +20)                                                60       28.08            4          12                103                  Cy


                                                                                                                 Page 12 of 37
                                                                  Amount        Hours          Cost                                      Total Cost
         End Dump Truck                                              4            1           $78.09           =               $312.36
         End Dump Truck Driver                                       4            1           $32.49           =               $129.96
                                                                                               Total                                        $442.32
         Haul Costs:
         (-12 to +12)                                                                      Truck Cost                                       $442.32
                                                                                          Divided by Cy                                         164
                                                                                                                                              $2.70 Cy
         (+12 to +20)                                                                      Truck Cost                                       $442.32
                                                                                          Divided by Cy                                         103
                                                                                                                                              $4.29 Cy
                                                                                 % of
                                                                                 Haul        Cost/Cy                           Total Cost
         (-12 to +12)                                                            75%         $2.70             =                $2.03
         (+12 to +20)                                                            25%         $4.29             =                $1.07

                                                                                                             Total                           $3.10
                                                                                                                X                               1.10 P&R
                                                                                                                                             $3.41
                                                                                                                   X                         1.0204 Trend
                                                                               Item           20424                                          $3.48 Cy Mile


Item 20429              End haul

         Assumptions:
         The Cat 235D Backhoe is paid under Excavation. If the haul distance is less than 2,000 ft, 2 End Dumps can handle the haul. The
         truck drivers will also operate the dozer.

                                                                  Amount        Hours          Cost                                      Total Cost
         End Dump Truck                                              1            4          $78.09           =                           $312.36
         End Dump Truck Driver                                       1            4          $32.49           =                           $129.96
         Angle Dozer                                                 1            4          $131.16          =                           $524.64
                                                                                                             Total                        $966.96
                                                                                            Divided by                                           40   Cy
                                                                                                                                           $24.17
                                                                                                                   X                           1.10   P&R
                                                                                                                                           $26.59
                                                                                                                   X                        1.0204    Trend
                                                                               Item           20429                                        $27.13     Cy


Item 21101              Roadway Obliteration Method 2 Closure

         Work activities for this item include the following:
                        1). Close road by filling ditches and outslope roadbed to drain. Remove and slope embankment at drainages to
                        restore natural drainage patterns. Eliminate ruts and low spots that could hold water.
                        2). Scarification of roadbed

         Assumptions:
         It will take a backhoe 16 hr per mile to fill ditches and remove drainage fills. Fill ditches, outslope, scarification work will require a
         grader 8 hr per mile.

                                                                  Amount        Hours          Cost                                     Total Cost
         Backhoe                                                     1           16          $125.21           =                        $2,003.36
         Backhoe Operator                                            1           16          $44.97            =                         $719.52
         Shop Truck                                                  1            1          $28.49            =                           $28.49
         Grader                                                      1            8          $102.69                                     $821.52
         Grader Operator                                             1            8          $44.11           =                          $352.88
                                                                                                             Total                      $3,925.77
                                                                                                                X                              1.10 P & R
                                                                                                                                        $4,318.35
                                                                                                                   X                        1.0204 Trend
                                                                               Item           21101                                     $4,406.44 Mile

Item 21106              Treatment of waterbars & barriers

         Assumptions:
         It will take a backhoe .3 hr to construct 1 waterbar,including travel time between ditches.

                                                                  Amount        Hours          Cost                                      Total Cost
         Backhoe                                                     1           0.3         $125.21          =                            $37.56
         Backhoe Operator                                            1           0.3         $44.97           =                            $13.49
                                                                                                             Total                         $51.05
                                                                                                                X                              1.10 P & R
                                                                                                                                           $56.16
                                                                                                                   X                        1.0204 Trend
                                                                               Item           21106                                        $57.31 Each


Item 24901              Composite Road

         Assumptions:
         Pay Item 24901 is an AQ measurement by the mile. This pay Item contains all work normally covered under the following Pay
         Items:
               1. 201(01) Clearing and Grubbing
               2. 204(01) Excavation
               3. 204(08) Borrow Excavation
               4. 625(05) Seeding, dry method without mulch

         Item 24901 will only be used on short (under 2 miles in length) local roads meeting the following criteria:
         1. Side slopes will average 0-40%
         2. Percent rock excavation is less than 25% of the total excavation. Due to the tolerances allowing some avoidance by the shifting
         of grades and alignment, rock excavation used for estimating purposes will be 15%.
         3. Total length of muskegs to be crossed does not exceed 5% of the total length of the project. Muskegs crossed do not exceed 5 ft
         in probe depth. These roads directly access units and landings in the sale, so areas are generally wooded and muskegs are not
         prevalent.

         4. Pullouts will be used instead of turnouts and located intervisble as required for safety and construction, constructed as shown on
         the drawings. Maximum spacing between pullouts will be 500 ft. Template will be a 14 ft traveled way with 2 ft deep "V" ditch.
         Cut slopes will be 1:1 in common and 1/2:1 (or steeper if agreed by the Engineer) in rock.


                                                                                                                       Page 13 of 37
          6. Grade and alignment shall be in accordance with Tolerance H Specifications or shown on the drawings.

          7. Few major drainage structures or critical areas (such as end haul areas) are anticipated. Minor drainage structures will be
          marked by the Engineer. If there are major drainages requiring close construction control they will be surveyed and a structure
          designed. Drainage structures will be paid for under separate pay items.

          An analysis was performed on all Tolerance G and H roads that were designed using FLRDS or similar systems on the Ketchikan
          Area over a 5 year period. Projects which appeared not to meet the above criteria were dropped leaving 90 separate projects (75.91
          miles in total length) producing the following averages:

                                                                             Quantity    Costs before
                                                                Percent         Avg.        P&R                                       Total Cost
          20101 Clearing and Grubbing, Acres/mile                               6.10     $3,298.77          =                        $20,122.50     Acres
          20401 Excav, CY/mile            6,027     Common          85%        5,123        $1.70           =                         $8,709.10     Cy
                                                        Rock        15%          904       $10.23           =                         $9,247.92     Cy
          20404 Borrow Excavation, CY/mile                                    10,874        $6.88           =                        $74,813.12     Cy
          Seeding: Dry Method, (31% of clearing acres), Acres                   1.89      $492.39           =                          $930.62      Acres

                                                                                                           Total                    $113,823.26
                                                                                                              X                              1.10 P&R
                                                                                                                                    $125,205.59
                                                                                                                X                         1.0204 Trend
                                                                             Item           24901                                   $127,759.78 Mile

Item 21201               Linear Grading

          Assumptions:
          Pay Item 21201 is an AQ measurement by the mile. This Pay Item contains all work normally covered under the following Pay
          Items:
                1. 152(02) Reference Staking, Clearing Flags
                2. 201(01) Clearing and Grubbing
                3. 204(01) Excavation
                4. 204(04) Borrow Excavation
                5. 625(05) Seeding, dry method without mulch
                6. 157 Soil Erosion Control
                7. 204(24) Haul
                8. 204(29) End Haul
                9. 65101 Pit Development
          Item 21201 will usually be used on short (under 2 miles in length) local roads meeting the following criteria:
          1. Side slopes will average SEE BELOW

          2. Percent rock excavation is less than SEE BELOW of the total excavation. Due to the tolerances allowing some avoidance by the
          shifting of grades and alignment, rock excavation used for estimating purposes will be SEE BELOW.
          3. Total length of muskegs to be crossed does not exceed SEE BELOW of the total length of the project Muskegs crossed do not
          exceed 5 ft in probe depth. These roads directly access units and landings in the sale, so areas are generally wooded and muskegs
          are not prevalent.

          4. Pullouts will be used instead of turnouts and located intervisble as required for safety and construction, constructed as shown on
          the drawings. Maximum spacing between pullouts will be 500 ft. Template will be a 14 ft traveled way with a 1 ft min. deep "V"
          ditch. Cut slopes will be 1:1 in common and 1/2:1 (or steeper if agreed by the Engineer) in rock.
          6. Grade and alignment shall be in accordance with Tolerance M in Specifications or shown on the drawings.

          7. Few major drainage structures or critical areas (such as end haul areas) are anticipated. Minor drainage structures and critical
          alignments will be referenced staked by the Contractor. Clearing flags will be hung outside units and in all vegetatation to remain.
          If there are major drainages requiring close construction control they will be surveyed and a structure designed. Drainage structures
          will be paid for under separate pay items. V notches requiring 100 cubic yards or greater and 200 cubic yards or greater will be
          counted on a per mile basis and quantities increased using the borrow add on tables.


          An analysis was performed on all Tolerance G and H roads that were designed using FLRDS or similar systems on the Sitka Area
          over several years. Average Erosion Control Quantities include 10 sediment traps, 54 sand bags, 27 straw bales, 300' of silt fence,
          1.14 ac temp turf per mile. Projects which appeared not to meet the above criteria were dropped leaving 119 separate segments of
          projects producing the following average quantities per Pay Item:

Item 21201 20            Linear Grading 0 - 20% Average Side Slope
                         Rock Excav is typically 25% or less of total Excavation2849 CY/mile => Average 204(01) Excavation
                         Rock Excav Used for Estimate 15%
                         Total Length of Muskeg Crossed less than 15% of total project

                                                                             Quantity    Costs before
                                                                                Avg         P&R                                             Total
          15202 Ref Staking & Clearing Limits 25% of full Pay Item              0.25     $2,244.00          =                          $561.00      Mile
          20101 Clearing and Grubbing Ac/mile                                   5.50     $3,298.77          =                        $18,143.24     Acres
          20404 Borrow Excavation, CY/mile                                     8,456       $6.88            =                        $58,177.28     Cy
          20424 Haul, CY mile                                                  8,456       $3.10            =                        $26,213.60
          157 Erosion Control, LS                                                   1    $2,571.27                                    $2,571.27
          62505 Seeding: Dry Method (21% of clearing), Acres                    1.14      $492.39           =                          $561.32      Acres
          65101 Pit Development, 1 per 2 miles                                    0.5     $6,686.43                                   $3,343.22
                                                                                                           Total                    $109,570.93
                                                                                                              X                              1.10   P&R
                                                                                                                                    $120,528.02
                                                                                                                X                         1.0204    Trend
                                                                             Item          21201 20                                   $122,987      Mile

Item 21201 40            Linear Grading 20 - 40% Average Side Slope
                                                                                6027
                         Rock Excavation is typically 40% or less of total Excavation CY/mile => Average 204(01) Excavation
                         Rock Excav Used for Estimate 35%
                         Total Length of Muskeg Crossed less than 5% of total project

                                                                             Quantity    Costs before
                                                                                Avg         P&R                                             Total
          15202 Ref Staking & Clearing Limits 25% of full Pay Item              0.25     $2,244.00          =                          $561.00      Mile
          20101 Clearing and Grubbing Ac/mile                                   6.10     $3,298.77          =                        $20,122.50     Acres
          20404 Borrow Excavation, CY/mile                                     9,062       $6.88            =                        $62,346.56     Cy
          20424 Haul, CY mile                                                  9,062       $3.10            =                        $28,092.20
          157 Erosion Control, LS                                                   1    $2,571.27                                    $2,571.27
          62505 Seeding: Dry Method (28.7% of clearing), Acres                  1.75      $492.39           =                          $861.68      Acres
          65101 Pit Development, 1 per 2 miles                                    0.5     $6,686.43                                   $3,343.22
                                                                                                           Total                    $117,898.43
                                                                                                              X                              1.10   P&R
                                                                                                                                    $129,688.27
                                                                                                                X                         1.0204    Trend


                                                                                                                    Page 14 of 37
                                                                              Item         21201 40                                    $132,334 Mile

Item 21201 55            Partial Bench Linear Grading 40-55% Average Side Slope
                                                                               1
                         Rock Excav is typically 60% or less of total Excavation1225          CY/mile => Average 204(01) Excavation
                         Rock Excav Used for Estimate 50%
                         Total Length of Muskeg Crossed less than 5% of total project

                                                                              Quantity    Costs before
                                                                                 Avg         P&R                                            Total
          15202 Ref Staking & Clearing Limits 25% of full Pay Item               0.25     $2,244.00         =                          $561.00      Mile
          20101 Clearing and Grubbing Ac/mile                                    7.10     $3,298.77         =                        $23,421.27     Acres
          20404 Borrow Excavation, CY/mile                                     10,076       $6.88           =                        $69,322.88     Cy
          20424 Haul, CY mile                                                  10,076       $3.10           =                        $31,235.60
          157 Erosion Control, LS                                                    1    $2,571.27                                   $2,571.27
          62505 Seeding: Dry Method (39.6% of clearing), Acres                   2.81      $492.39          =                         $1,383.62     Acres
          65101 Pit Development, 1 per 2 miles                                     0.5     $6,686.43                                  $3,343.22
                                                                                                           Total                    $131,838.86
                                                                                                              X                              1.10   P&R
                                                                                                                                    $145,022.75
                                                                                                                X                         1.0204    Trend
                                                                              Item         21201 55                                   $147,981      Mile

Item 21201 80            Full Bench Linear Grading 60-80% Average Side Slope
                                                                              28258
                         Rock Excav is typically 60% or less of total Excavation              CY/mile => Average 204(01) Excavation
                         Rock Excav Used for Estimate 50%
                         Total Length of Muskeg Crossed less than 5% of total project

                                                                              Quantity    Costs before
                                                                                 Avg         P&R                                            Total
          15202 Ref Staking & Clearing Limits 25% of full Pay Item               0.25     $2,244.00         =                          $561.00      Mile
          20101 Clearing and Grubbing Ac/mile                                    8.10     $3,298.77         =                        $26,720.04     Acres
          20404 Borrow Excavation, CY/mile                                      3,000       $6.88           =                        $20,640.00     Cy
          20424 Haul, CY mile                                                   3,000       $3.10           =                         $9,300.00
          157 Erosion Control, LS                                                    1    $2,571.27                                   $2,571.27
          62505 Seeding: Dry Method (34.7% of clearing), Acres                   2.81      $492.39          =                         $1,383.62     Acres
          65101 Pit Development, 1 per 2 miles                                     0.5     $6,686.43                                  $3,343.22
                                                                                                           Total                     $64,519.15
                                                                                                              X                              1.10   P&R
                                                                                                                                     $70,971.07
                                                                                                                X                         1.0204    Trend
                                                                              Item         21201 80                                    $72,419      Mile

Item 23001               Mechanical Brushing

          Assumptions:
          A Backhoe with a rotary bushing head can brush 1 mile in 9 hours in light to medium brush. Brushing area is considered to be from
          the centerline to 15 feet outside of the roaded surface; on both sides of the road.

                                                                 Amount        Hours         Cost                           Total Cost
          Backhoe with rotary head                                  1           12         $125.21          =                       $1,502.52
          Backhoe Operator                                          1           12         $44.97           =                          $539.64
                                                                                                           Total                    $2,042.16
                                                                                                              X                             1.10 P & R
                                                                                                                                    $2,246.38
                                                                                                                X                        1.0204 Trend
                                                                              Item           23001                                  $2,292.21 Mile


Item 25101               Placed riprap, Class 3,4,5,6 Method A

          Assumptions:
          (Not production Rip rap placement) Rip Rap is a byproduct of Borrow Excavation production. The amount of material that can be
          hauled by one vehicle will be reduced by 1/2. Average haul distance is 1 mile. The backhoe can place 12 cy/hr including sorting,
          moving and any excavation.

                                                               Amt CY      Hours         Cost                               Total Cost
          Borrow Excavation (drill, load & shoot)              16,390                 $75,687.20                                          $4.62 per CY
                       Haul: 1 cycle = 12 cy. X (17.52 min/60 min) = Use 0.30 hr per load. Reduce load by 1/2
          End Dump Truck                                          6         0.30        $78.09                                            $3.90     per CY
          End Dump Truck Driver                                   6         0.30        $32.49                                            $1.62     per CY
          5.5 CY Loader                                           6         0.30        $84.96         =                                  $4.25     per CY
          5.5 CY Loader Operator                                  6         0.30        $43.69         =                                  $2.18     per CY
          Placement:
          Backhoe                                                12          1         $125.21         =                                 $10.43     per CY
          Backhoe Operator                                       12          1          $44.97         =                                  $3.75     per CY
                                                                                                      Total                              $30.75
                                                                                                         X                                   1.10   P&R
                                                                                                                                         $33.83
                                                                                                                X                         1.0204    Trend
                                                                              Item           25101                                       $34.52     Cy


Item 30107               Grid -rolled subbase aggregate, maximum size 2 1/2 inch, compaction B

          I. Produce Mateial: The production rate and costs are similar to 20404 will be used for the cost of stripping, drilling and shooting.
          Felling & bucking will need to be done on this quarry site.

          1. Felling & Bucking                                     Amount      Hours          Price                         Equipment
          Faller                                                     1         10.00        $42.67                                       $426.70
          Chainsaw                                                   1         10.00         $1.77                                        $17.70
                                                                                                                                         $444.40

          2. Stripping of quarry site:                             Amount      Hours         Price                          Equipment
          D 7-G Cat                                                  1         16.00       $131.16                                  $2,098.56
          Cat Operator                                               1         16.00       $42.69                                     $683.04
          235 Backhoe                                                1         16.00       $125.21                                  $2,003.36
          Backhoe Operator                                           1         16.00       $44.97                                     $719.52
                                                                                                                                    $5,504.48

          3. Drilling, loading & shooting:                         Amount      Hours         Price                          Equipment
          Air Trac and Compressor 900/1200 CFM                       2         60.00       $146.20                                $17,544.00
          Air Trac Operator                                          2         60.00       $40.84                                   $4,900.80


                                                                                                                    Page 15 of 37
           Powderman                                              2        30.00       $40.84                                        $2,450.40
           Helpers                                                2        30.00       $36.37                                        $2,182.20
           14,000 lbs. of powder (1.4 lbs per CY)               14000       1.00        $2.28                                       $31,920.00
           ** NEED to adjust shipping powder costs, SEE the example in Borrow Pay Item 20404                                        $58,997.40

           1. Felling and Bucking:                                                                                                    $444.40
           2. stripping of quarry site:                                                                                              $5,504.48
           3. Drilling, loading and shooting:                                                                                       $58,997.40
                                                                                                                                    $64,946.28
           Equip + labor divided by 10,000 cy Prism = $ per cy                               Divided by                                 10000      CY
                                                                                                                                         $6.49
                           TOTAL                                                                               X                           1.10    P&R
                                                                                                                                         $7.14
                                                                                                              X                         1.0204     Trend
                                                                                             I. Produce Material                         $7.29     CY
           II. Haul and Placement of Rock

           Distance from center of mass to stockpile                                                         5.0   miles
           Haul speed                                                                                       15.0   mph
           Number of trucks                                                                                  6.0   Trucks
           CY per truck                                                                                     10.0   Cy
           Additional time for loading and unloading in hrs.                                                0.12   hrs
           A CY (prism) = 1.12 cy in the truck (loose).
           10,000 cy Prism = 11,200 cy loose

           Distance x 2 (rt) / mph + Additional time = Hrs. per trip                                        0.79 hrs. per trip
           Number of trucks x cy per truck = cy per hr                                                      60.0 Cy
           11,200 cy loose / cy per trip x hrs. per trip = total hrs.                                      147.5 hrs for job
           Additional hrs have been added to sort with the loader and break down the rock with the roller.

                                                                   Amount      Hours         Price                          Equipment
           14.7 CY Enddump                                           6         147.5       $78.09                                  $69,109.65
           Truck driver                                              6         147.5       $32.49                                  $28,753.65
           988 Loader                                                1         184.4       $167.60                                 $30,905.44
           Loader Operator                                           1         184.4       $43.69                                   $8,056.44
           14- G Grader                                              1         147.5       $102.69                                 $15,146.78
           Grader Operator                                           1         147.5       $44.11                                   $6,506.23
           Ir Sp-84 Vibratory Roller                                 1         236.0       $56.81                                  $13,407.16
           Roller Operator                                           1         236.0       $42.69                                  $10,074.84
                                                                                                                                  $181,960.19
                                                                                             Divided by                                10000       Cy
           Equip + labor divided by 10000 cy Prism = $ per cy                                                                         $18.20
                                                                                                               X                          1.10     P&R
                                                                                                                                       $20.02
                                                                                                              X                        1.0204      Trend
                                                                                     II. Haul and Place Material                       $20.43      Cy

           I. + II. = Produce, Haul and Place Material (Includes Load, Spread and Compact)                30107                         $27.72 Cy




Item 30103               Crushed aggregate, type base, grading E
          I. Produce Material - costs for Felling, Bucking, Stripping, Drilling, Loading & Shooting are the same as Pay Item 30107 above.
          The costs for Crushing and Testing are as follows:

           4. Crushing:

           For costing purposes we will use 10,000 cubic yards (solid) for crushing and 12,000 cubic yards (prism) for hauling, loading and
           placing. A primary Jaw Crusher and a secondary crusher will be able to process 75 cubic yards (solid) of rock per hor. A 24" x 90'
           radial stacker will be used for stockpiling. A 988 Loader will feed the crusher and a D-7 Cat will be used for 1/2 of the time to
           assist the loader.
                                                                   Amount        Hours         Price                         Equipment
           153-PRVE Crusher 99 cost                                   1           133         $83.50                                  $11,105.50
           4033 Crusher 99 cost                                       1           133         $97.23                                  $12,931.59
           24" x 90' Conveyor 99 cost                                 1           133         $15.97                                   $2,124.01
           Crusher Operator 99 cost                                   1           133         $64.29                                   $8,550.57
           Laborer                                                    1           133        $36.37                                    $4,837.21
           988 Loader                                                 1           133        $167.60                                  $22,290.80
           Loader Operator                                            1           133        $43.69                                    $5,810.77
           D-7 Cat                                                    1            67        $131.16                                   $8,787.72
           Cat Operator                                               1            67        $42.69                                    $2,860.23
                                                                                                                                      $79,298.40
           5. Testing

           A laborer will be involved for half of the crushing time to do the necessary testing to ensure compliance with the specifications.
                                                                    Amount       Hours         Price                         Equipment
           Testing equip, shack, etc.                                                         $1,000                                   $1,000.00
           Laborer                                                           1    67.00       $36.37                                   $2,436.79
                                                                                                                                       $3,436.79

           1.   Felling and Bucking (Pay Item 30107)                                                                                  $444.40
           2.   stripping of quarry site (Pay Item 30107):                                                                           $5,504.48
           3.   Drilling, loading and shooting (Pay Item 30107):                                                                    $58,997.40
           4.   Crushing:                                                                                                           $79,298.40
           5.   Testing:                                                                                                             $3,436.79
                                                                                                                                   $147,681.47
           Equip + labor divided by 10,000 cy Prism = $ per cy                               Divided by                              10000.00      cy
                                                                                                                                        $14.77
                           TOTAL                                                                               X                           1.10    P&R
                                                                                                                                        $16.25
                                                                                                               X                        1.0204     Trend
                                                                                    I. Produce Material                                 $16.58     Cy

           Price per CUBIC METERS divided by specfic gravity of rk = Price per ton
           Price             SP                                                                                    For Material Production ONLY
                  $21.67        1.85 =              $11.71                Item                   30101                                $10.62 English Ton
           per CM        Metric Ton/CM         $$/Metric Tons

           II. Haul and Place Crushed Aggregate

           Distance from center of mass to stockpile                                                         3.0 miles
           Haul speed                                                                                       15.0 mph


                                                                                                                   Page 16 of 37
         Number of trucks                                                                                    6.0 Trucks
         Cy per truck                                                                                       10.0 Cy
         Additional time for loading and unloading in hrs.                                                  0.12 hrs
         A cy (prism) = 1.20 cy in the truck (loose).
         10,000 cy Prism = 12,000 cy loose

         Distance x 2 (rt) / mph + Additional time = Hrs. per trip                                          0.52 hrs. per trip
         Number of trucks x cy per truck = cy per hr                                                        60.0 Cy
         12000 cy loose / cy per trip x hrs. per trip = total hrs.                                          97.1 hrs for job


                                                                     Amount      Hours       Price                          Equipment
         14.7 CY Enddump                                               6         104.0     $78.09                                 $48,728.16
         Truck driver                                                  6         104.0     $32.49                                 $20,273.76
         988 Loader                                                    1         104.0     $167.60                                $17,430.40
         Loader Operator                                               1         104.0     $43.69                                   $4,543.76
         14- G Grader                                                  1         104.0     $102.69                                $10,679.76
         Grader Operator                                               1         104.0     $44.11                                   $4,587.44
         Ir Sp-84 Vibratory Roller                                     1         155.4     $56.81                                   $8,828.27
         Roller Operator                                               1         155.4     $42.69                                   $6,634.03

                                                                                                                                    $121,705.58
                                                                                            Divided by                                   10000     Cy
         Equip + labor divided by 10000 cy Prism = $ per cy                                                                             $12.17
                                                                                                                X                           1.10   P&R
                                                                                                                                         $13.39
                                                                                                             X                           1.0204    Trend
                                                                           II. Haul and Place Crushed Aggregate                          $13.66    Cy

         I. + II. = Produce, Crush, Test, Haul and Place Material                                         30103                          $30.24 Cy
                         (Includes Load, Spread and Compact)

         Price per Cubic Meter divided by specfic gravity of rk = Price per metric ton
         Price             SP                                                                            This is for Material Produced and Placed contrary to Line 777
                $39.52         1.85 =                 $21.36                Item                 30101                                  $19.37 English Ton
         per CM        Metric Ton/CM              $$/Metric Tons


Item 30301              Reconditioning of roadbed, compaction B

         Assumptions:
         It will take a backhoe 5 hours per mile to clean cmps. It will take a vibratory roller and grader 10 hours per mile to blade and shape
         the road.

                                                                     Amount      Hours       Cost                           Total Cost
         Roller Compactor                                              1          10       $56.81           =                         $568.10
         Grader                                                        1          10       $102.69          =                        $1,026.90
         Grader Operator                                               1          10       $44.11           =                         $441.10
         Roller Operator                                               1          10       $42.69           =                         $426.90
         Backhoe                                                       1           5       $125.21          =                         $626.05
         Backhoe Operator                                              1           5       $44.97           =                         $224.85
                                                                                                           Total                     $3,313.90
                                                                                                              X                             1.10
                                                                                                                                     $3,645.29
                                                                                                                X                        1.0204
                                                                                Item        30301                                    $3,719.65 Mile


Item 55703              Untreated Timber Wearing Surface

         Materials:     for 60' bridge                          Amount            lbs       Cost                            Total Cost
         Locally milled hemlock planks, 3" X 12' X 20'                     50              $35.00           =                       $1,750.00

         Estimate 8 hours to strip the existing running surface with 1 backhoe and 2 laborers. Estimate 8 hours to replace the running
         surface. Need 1 backhoe, 3 laborers and 1 shop truck with air compressor.
                                                                Amount        Hours         Cost                         Total Cost
         Backhoe                                                      1        8.0        $125.21         =                       $1,001.68
         Backhoe Operator                                             1        8.0        $44.97          =                         $359.76
         General Laborer                                              2        8.0        $36.37          =                         $581.92
         Loader                                                       1        8.0        $84.96          =                         $679.68
         Loader Operator                                              1        8.0        $43.69          =                         $349.52
         General Laborer                                              3        8.0        $36.37          =                         $872.88
         Shop Truck                                                   1        4.0        $28.49          =                         $113.96

                                                                                                           Total                     $5,709.40
                                                                                                              X                             1.10 P & R
                                                                                                                                     $6,280.34
                                                                                                                X                        1.0204 Trend
                                                                                   Item     55703                                    $6,408.46 Lump Sum

Item 57102              GOVERNMENT FURNISHED BRIDGE, transport and install

         Assumptions:


         Bridge will be supplied by FS. Contractor to pick up at present location and haul to site. Clearing and grubbing and sills are paid
         for in separate pay items. Installation will take approx. 12 hours. Haul will take 16 hours.

         Haul                                                   Amount           Hours       Cost                           Total Cost
         Backhoe                                                   1               8       $157.86          =                       $1,262.88
         Backhoe standby                                           1               8       $56.30           =                          $450.40
         Backhoe operator                                          1               8       $44.97           =                          $359.76
         Lowboy                                                    2              16       $92.61           =                       $2,963.52
         Low Boy Operator                                          2              16       $32.31           =                       $1,033.92
         Laborer                                                   4               8       $36.37           =                       $1,163.84
                                                                                                         Subtotal                   $7,234.32
         Installation
         Backhoe                                                       1          12       $157.86          =                        $1,894.32
         Backhoe operator                                              1          12       $44.97           =                         $539.64
         Laborer                                                       4          12       $36.37           =                        $1,745.76
                                                                                                         Subtotal                    $4,179.72
                                                                                                           Total                    $11,414.04 Each


                                                                                                                    Page 17 of 37
                                                                                                                 X                          1.10 P&R
                                                                                                                                    $12,555.44
                                                                                                                 X                       1.0204 Trend
                                                                                 Item 57102                                       $12,811.57 Each

Item 57103              Prefabricated bridge superstructure-design, w steel curbs, fabricate,deliver and install.
                        For short term bridge installations specify TT curbs and request price list from Big R
         Price per bridge 30' ??k, 40' 72.05k, 50' 88.57k, 60' 108.8k, 70' 132.65k, 80' 154.45k, 90' 184.62k, per Doug Myers , Big R Sales 1/28/2011
         weight per half 40' 23.7mlb 50' 26.7mlb 60' 34.6mlb 70' 42.9 mlb 80' 53.7mlb 90' 66.7mlb                         Total
         Freight = $ per LF per each half section               Amount          lbs          Cost                         Cost
         Materials:
         Invoice price FOB Seattle 60'                                     1             $108,800.00        =                  $108,800.00
         Freight KTN,PSB,WRG $46/LF: TBY $67/LF:
         CRG $75/LF: SIT-JNU 0-40' $75/LF 41-70'$81/LF
         71-90 $86/LF                                                      2 34600 $2,760.00                =                    $5,520.00
         Fuel Surcharge = (Freight x 0.17.5)                               1    0.175 $5,520.00             =                      $966.00
         insurance and wharfage=                                           0               $587.25          =                        $0.00
          INCLUDED

         Transport Wrangell to site: Distance traveled is 10.5 miles on the Zimovia highway averaging 30 mph,
         mph, 5.25 miles on FDR 6259 averaging 15 mph, and 1.5 miles on FDR 50055 at an average speed
         of 10 mph for a total time of 0.85 hrs, use 0.95 hours to account for inefficiencies. Each round trip
         will require a total of 1.90 hours. Assume 2 log trucks will be needed to transport the superstructure.
         The bridge sections will be placed on the trucks at the harbor by AML or Boyer, and the trucks will
         be unloaded on site by a 127T Crane and a 980 loader. Estimate 15 minutes will be required to
         load each truck, and 15 minutes will be required to unload the trucks.

                                                                 Amount        Hours          Cost                            Total Cost
         Log Truck                                                  2          2.40          $91.82          =                             $440.74
         Log Truck driver                                           2          2.40         $37.56           =                             $180.29
         127T Crane                                                 1          0.50         $262.24          =                             $131.12
         Operator                                                   1          0.50         $43.83           =                              $21.92
         5.5 CY Loader                                              1          0.50         $84.96           =                              $42.48
         Operator                                                   1          0.50         $43.69           =                              $21.85

         Estimate 8 hours to place and bolt together the super-structure with 127T Crane, a CAT 980 loader, and 2 laborers. A shop truck
         will be required for 4 hours.

         127T Crane                                                   1          8.0        $262.24          =                         $2,097.92
         Operator                                                     1          8.0        $43.83           =                          $350.64
         5.5 CY Loader                                                1          8.0        $167.60          =                         $1,340.80
         5.5 CY Loader Operator                                       1          8.0        $43.69           =                          $349.52
         General Laborer                                              2          8.0        $36.37           =                          $581.92
         Shop Truck                                                   1          4.0        $28.49           =                          $113.96

         Approach rail Materials:
         Invoice price FOB Seattle                                        0                 $4,170.00        =                               $0.00
         Freight                                                          0       3000       $14.14          =                               $0.00
         Fuel Surcharge = (Freight x 0.14) 0.17                        3000        0.17       $0.00          =                               $0.00
         insurance and wharfage is included                               0                  $24.60          =                               $0.00


         Estimate 8 hours to install 100 lineal feet of approach rail. A backhoe, shop truck, and
         3 laborers will be needed. Approach rail was transported with the substructure.

         Backhoe                                                      0          8.0        $125.21          =                               $0.00
         Backhoe Operator                                             0          8.0        $44.97           =                               $0.00
         General Laborer                                              0          8.0        $36.37           =                               $0.00
         Shop Truck                                                   0          4.0        $28.49           =                               $0.00

                                                                                                            Total             $120,959.16
                                                                                                              div                   60.00            ft
                                                                                                                                $2,015.99
                                                                                                           X                           1.10          P&R
                                                                                                                                $2,217.59
                                                                                                           X                        1.0204           Trend
                                                                                Item 57103 wo a rails                           $2,262.83            Foot
         Price is NOT including Approach Rails, If you need Approach rails replace 0 with a 1 in yellow highlighted cells above
         and get correct Bridge price that includes Guardrail instead of Curbs.

Item 57105              Prefabricated bridge substructure, fabricate,deliver and install.

                                                            Amount         lbs         Cost                                   Total Cost
         Materials: 40-50' SD 210 $8,500. SD 220 for 60-80 ft $14.500 For 90' $17,000.
         Invoice price FOB Seattle SD 220                            1             $14,500.00                =                        $14,500.00
         Freight Ktn $3.49: TB $27.33: Crg $8.03: Wrg
         $3.96: Psg $6.10: Sit $13.10 Jnu $11.27                     1 19300          $6.10                  =                         $1,177.30
         Fuel Surcharge = (Freight x 0.175)                          1     0.175 $1,177.30                   =                          $206.03
         insurance and wharfage=(price/                              0               $96.63                  =                             $0.00
         $1000 x rate)+(lbs/ 100 x rate)INCLUDED

         Transport Wrangell to site: Distance traveled is 10.5 miles on the Zimovia highway averaging 30 mph,
         mph, 5.25 miles on FDR 6259 averaging 15 mph, and 1.5 miles on FDR 50055 at an average speed
         of 10 mph for a total time of 0.85 hrs, use 0.95 hours to account for inefficiencies. Each round trip
         will require a total of 1.90 hours. The substructures, backwalls, and approach rail will be transported
         on 1 flat from AML or Boyer to the site. The flat will be loaded on a lowboy as part of the shipping
         costs. The truck will be unloaded on site by a Cat 235 backhoe. Estimate 30 minutes will be
         required to load the truck, and 30 minutes will be required to unload the truck. Driver will double
         as a laborer.

                                                                               Hours
                                                                 Amount        Each           Cost
         Low Boy                                                    1           2.9         $92.61           =                             $268.57
         Low Boy Operator                                           1           2.9         $32.31           =                              $93.70
         Backhoe                                                    1           0.5         $125.21          =                              $62.61
         Backhoe Operator                                           1           0.5         $44.97           =                              $22.49

         The site is in a bedrock notch. Assume half of the near side excavation, and half of the far side
         excavation will need to be drilled and shot for a total of 92 cy. Estimate 1.5 hrs will be needed to drill
         and shoot the near side. Another hour will be needed to cross the creek and position the drill on the
         far side. Estimate 2.0 hours will be needed to drill and shoot the far side. Estimating 1.54 lbs of
         powder per cubic yard, 142 lbs. of powder will be needed for the structural excavation. Powder costs


                                                                                                                      Page 18 of 37
         $1.28 per lb., including detonators, and conectors. A Cat 235 backhoe will excavate approx.
         100 cy/hr. Due to the need to cross the creek, and move out of the way of the airtrack, the rate of
         production will be half of the normal rate. The backhoe will be required for 2.16 hrs, use 2.3 hours.

         Powder                                                     142                    $1.97           =                            $279.74
         Backhoe                                                     1          2.3       $125.21          =                            $287.98
         Backhoe Operator                                            1          2.3       $44.97           =                            $103.43
         Air Track Drill                                             1          4.5       $146.20          =                            $657.90
         Driller                                                     1          4.5       $40.84           =                            $183.78


         All end haul is on the far approach, and will need to be handled twice. A total of 76 cy
         will need to be stockpiled and loaded into dumptrucks. Add 0.8 hrs of backhoe time
         for double handeling of material.

                                                                               Hours                                           Total
                                                                Amount         Each         Cost                               Cost
         Backhoe                                                   1            0.8       $125.21          =                            $100.17
         Backhoe Operator                                          1            0.8       $44.97           =                             $35.98

         Backfill, compaction, and sill placement: Allow 4 hrs per side for the backfilling, compacting and sill placement. One backhoe and
         operator, 4 laborers and 2 compactors will be required for 8 hours.

         Backhoe                                                      1          8        $125.21          =                           $1,001.68
         Backhoe Operator                                             1          8        $44.97           =                            $359.76
         General Laborer                                              4          8        $36.37           =                           $1,163.84
         Hand Compactor                                               2          8         $3.81           =                              $60.96

         Backwall installation: Allow 5 hrs. per side for the construction, backfilling, compacting, and backfill. A 235 backhoe and
         operator, 3 laborers, and a compactor for 10 hours.

         Backhoe                                                      1          10       $125.21          =                           $1,252.10
         Backhoe Operator                                             1          10       $44.97           =                            $449.70
         General Laborer                                              3          10       $36.37           =                           $1,091.10
         Hand Compactor                                               2          10        $3.81           =                              $76.20

                                                                                                          Total                    $23,435.02
                                                                                                            div                           1.00
                                                                                                                                   $23,435.02
                                                                                                                 X                         1.10 P & R
                                                                                                                                   $25,778.52
                                                                                                                 X                      1.0204 Trend
                                                                                 Item       57105                                  $26,304.40
                                                                                                                   each bridge, both abutments included

Item 57202               Log bridges Including Sills - Bridge Stringers adjacent to site

         Assumptions

         For costing a 40 foot average bridge span. Bridge stringers adjacent to site.

                                                                               Hours                                           Total
                                                                Amount         Each          Cost                              Cost
         Collection of materials:

         Timber Faller                                                1          4        $42.67           =                            $170.68
         Chain Saw                                                    1          4         $1.77           =                              $7.08
         Angle Dozer                                                  1          4        $131.16          =                            $524.64
         Angle Dozer Operator                                         1          4        $42.69           =                            $170.76

         Installation:

         Timber Faller                                               1           9        $42.67           =                            $384.03
         Chain Saw                                                   1           9         $1.77           =                              $15.93
         Backhoe                                                     1           9        $125.21          =                           $1,126.89
         Backhoe Operator                                            1           9        $44.97           =                            $404.73
         General Laborer                                             1           9        $36.37           =                            $327.33
         7/8" Galvanized. wire rope (L.F.)                          150          0         $2.88           =                            $432.00
         Fabric                                                      1           0        $300.00          =                            $300.00

                                                                                                          Total                        $3,864.07
                                                                                         Divided by                                             40   Ft.
                                                                                                                                          $96.60
                                                                                                                 X                            1.10   P&R
                                                                                                                                        $106.26
                                                                                                                 X                         1.0204    Trend
                                                                             Item          57202A                                       $108.43      L.F.


Item 57202NA             Log bridges Including Sills - Bridge Stringers not adjacent to site

         Assumptions

         For costing a 40 ft.average bridge span. Acquire bridge stringers
         1/4 to 5 Mi. from site.

                                                                               Hours                                           Total
                                                                Amount         Each          Cost                              Cost
         Collection of materials:

         Backhoe                                                      1          9        $125.21          =                           $1,126.89
         Backhoe Operator                                             1          9        $44.97           =                            $404.73
         Log Truck                                                    1          4        $91.82           =                            $367.28
         Driver                                                       1          4        $37.56           =                            $150.24
         Timber Faller                                                1          4        $42.67           =                            $170.68
         Chain Saw                                                    1          4         $1.77           =                               $7.08

         Installation:

         Timber Faller                                                1          9        $42.67           =                            $384.03
         Chain Saw                                                    1          9         $1.77           =                              $15.93
         Backhoe                                                      1          9        $125.21          =                           $1,126.89


                                                                                                                     Page 19 of 37
         Operator                                                     1            9        $44.97            =                          $404.73
         General Laborer                                              1            9        $36.37            =                          $327.33
         7/8" Galvanized wire rope (L.F.)                            150           0         $2.88            =                          $432.00
         Fabric                                                       1            0        $300.00           =                          $300.00

                                                                                                             Total                      $5,217.81
                                                                                           Divided by                                            40   feet
                                                                                                                                         $130.45
                                                                                                                  X                            1.10   P&R
                                                                                                                                         $143.50
                                                                                                                  X                         1.0204    Trend
                                                                                Item       57202NA                                       $146.43      L.F.

Item 57203               NATIVE LOG SUBSTRUCTURE

         Assumptions:                For Modular Bridges

         Native log sill abutments and slab backwalls will take an average of 4 hours
         to construct. Logs will be found adjacent to bridge site mostly in ROW decks.

                                                                                 Hours                                          Total
                                                                 Amount          Each         Cost                              Cost
         Collection of materials

         Cat D7 dozer                                                 1            3            $131.16    =                             $393.48
         Dozer operator                                               1            3              $42.69   =                             $128.07
         Timber Faller                                                1            3              $42.67   =                             $128.01
         Chainsaw                                                     1            3              $1.77    =                               $5.31
         Cables and misc.                                             1            1            $200.00    =                             $200.00
                                                                                                        Subtotal                         $854.87
         Installation

         Backhoe                                                      1            4            $157.86       =                       $631.44
         Backhoe operator                                             1            4             $44.97       =                       $179.88
         Laborer                                                      2            4             $36.37       =                       $290.96
                                                                                                           Subtotal                 $1,102.28
                                                                                                             Total                  $1,957.15 Each
                                                                                                                 X                         1.10 P&R
                                                                                                                                    $2,152.87
                                                                                                                  X                     1.0204 Trend
                                                                                   Item 57203                                        $2,196.79
                                                                                                                    Each Structure ( modular bridges only!)

Item 57302               Minor Bridge Repair

         Based on prior bridge repair contracts, replacing curbs and running planks cost $8600 for an 80' bridge
         and $9800 for a 90' bridge. Average cost per foot is ($8600 + $9800) / (80' + 90') = $108.24 / foot.

         Cost per foot
                                                                           70                108.24          Total                      $7,576.80
                                                                                                                X                              1.10
                                                                                                                                        $8,334.48
                                                                                                                  X                         1.0204
                                                                                Item         57302                                       $8,504.50

Item 15101               Mobilization

         This Item will be estimated on a case by case basis for all projects. While costs will vary from project to project, the following can
         be used as a "ball park" aid. If your final costs for moderate to large projects is substantially different from the costs shown below,
         a second look at your assumptions and calculations is probably in order.
         $150,000 to $700,000 = 12-16% of the total for other pay Items
         $700,000 to $1,500,000 = 8-10%
         $1,500,000 to $3,500,000 = 7-8%

         Assumptions:

         Channel Construction Inc, contacted for a price quote for moving materials and equipment throughout SE 03/05/10 It will cost
         $12,000/24hr day for a tug and a 150x45 ft ramp barge. It will take 3 trips to move the equipment, fuel and shop materials to the
         job site, 4 trips to move the culverts, bridge, powder etc. and 1 trip for the tug only ($8000) to move the floating camp.
         It will take 3 hours for 3 laborers, Backhoe and Loader to unload each barge and 2 hours for a dump truck and lowboy to unload
         each barge. It is estimated that it will take 3 laborers 16 hours to set up camp. Some of the equipment hours for the operators are
         added for assistance in loading and unloading the lowboy and dump trucks. All other equipment will be loaded and unloaded by
         laborers.

                                                                 Amount          Hours        Cost                            Total Cost
         Tug & Barge 250/hr                        trips            4              0      $12,000.00          =                      $48,000.00
         Tug                                       trips            1              0       $8,000.00          =                       $8,000.00
         Low Boy                                                    1             20        $92.61            =                       $1,852.20
         Low Boy Operator                                           1             20        $32.31            =                          $646.20
         Angle Dozer                                                1              7        $131.16           =                          $918.12
         Angle Dozer Operator                                       1              7        $42.69            =                          $298.83
         Backhoe                                                    1             24        $125.21           =                       $3,005.04
         Backhoe Operator                                           1             24        $44.97            =                       $1,079.28
         5.5 CY Loader                                              1             24        $84.96            =                       $2,039.04
         5.5 CY Loader Operator                                     1             24        $43.69            =                       $1,048.56
         End Dump Truck                                             3             20        $78.09            =                       $4,685.40
         End Dump Truck Driver                                      3             20        $32.49            =                       $1,949.40
         Air Track Drill                                            1              1        $146.20           =                          $146.20
         Air Track Drill Operator                                   1              1        $40.84            =                           $40.84
         Grid Roller                                                1              1         $3.12            =                            $3.12
         Grader                                                     1              1        $102.69           =                          $102.69
         Grader Operator                                            1              1        $44.11            =                           $44.11
         General Laborer (Camp)                                     3             16        $36.37            =                       $1,745.76
         General Laborer (Barge)                                    3             21        $36.37            =                       $2,291.31
                                                                                                             Total                   $77,896.10
                                                                                                                X                             1.10 P&R
                                                                                                                                     $85,685.71
                                                                                                                  X                        1.0204 Trend
                                                                                Item         15101                                   $87,433.70 Lump Sum
         Metal Pipe Shipping
         Price quotes for CMP's are from Contech Construction Products 1/24/2011, FOB Seattle. Freight quotes are from AML
         1/30/2011.


                                                                                                                      Page 20 of 37
                                                                                                                    Seattle to KTN $837 THB $1093: CRG $1689:
                                                                                                                    WRG $918: PSG $10032: SIT $2235: JNU
         Culvert: Banded / Bundled LF                                                          $837.00      Bundled $1575
         less than Container Load per Cu Ft.                                                                $/cu ft Seattle to Ktn Wrg $1.08 TB$2.66 Crg $1.66
         above 24" unnested                                                                                         Psg $1.35, Sit $3.10, Jnu $2.05

         Insurance is now included if value is listed on bill of lading                          $0.00      per                   $1,000.00
         Wharfage only in Kake and Yakutat                                                     $0.00000     per                      100                 Lbs

Item 6020118             18 Inch Corrugated Metal Pipe,
                                    0.064 Inch Thickness for Steel or                      $        14.50 /ft             FOB Seattle
                                    0.060 Inch Thickness for Aluminum,                                    /ft             FOB Seattle
                                    Method (C), 2-2/3" x 1/2" Corrugations

                                                                Amount lf       Cu ft            Cost                             Total Cost
         Materials:
         Invoice price of 18 in CMP FOB Seattle                          320                   $14.50             =                       $4,640.00
         Freight 18 in. FOB KTN 320 lf =566 Cu Ft                          1       566          $1.08             =                        $611.28
         Fuel Surcharge (Freight x 0.175)                                  1     0.175         $611.28            =                        $106.97
         Insurance and wharfage=(price/                                  320                    $0.00             =                           $0.00
         $1000 x rate)+(lbs / 100 x rate)                                                                         =
         Invoice price of bands                                           11                    $21.00            =                            $231.00
         Band freight                                                     11          40         $4.43            =                             $19.49
         insurance and wharfage=(price/                                   11                     $0.00            =                              $0.00
         $1000 x rate)+(lbs / 100 x rate)
         Tamper, cutoff blades, etc.                                       1                   $100.00                                         $100.00

         Transport LTF to site:
         15 mi. one way, 2 trips 1 hr. Each, 1 hr. load and unload
                                                                Amount          Hr Ea            Cost
         End Dump Truck                                            1              3             $78.09            =                            $234.27
         End Dump Truck Driver                                     1              3             $32.49            =                             $97.47
         5.5 CY Loader                                             1              1             $84.96            =                             $84.96
         5.5 CY Loader Operator                                    1              1             $43.69            =                             $43.69
         Provide bedding, help install:

         End Dump Truck                                              1            9             $78.09            =                            $702.81
         End Dump Truck Driver                                       1            9             $32.49            =                            $292.41

         Installation:

         Backhoe                                                     1            9            $125.21         =                          $1,126.89
         Backhoe Operator                                            1            9            $44.97          =                           $404.73
         General Laborer                                             2            9            $36.37          =                           $654.66
                                                                                                              Total                       $9,350.63
                                                                                               Divided by                                        320     ft.
                                                                                                                                             $29.22
                                                                                                                      X                          1.10    P&R
                                                                                                                                             $32.14
                                                                                                                      X                       1.0204     Trend
                                                                               Item            6020118                                       $32.80      L.F.


Item 6020124             24-inch corrugated metal pipe
                                     0.064 Inch Thickness for Steel or                     $        17.75 /ft             FOB Seattle
                                     0.060 Inch Thickness for Aluminum,                                   /ft             FOB Seattle
                                     Method (C), 2-2/3" x 1/2" Corrugations

                                                                Amnt LF          Cu ft           Cost                                     Total Cost
         Materials:
         Invoice price of 24" CMP FOB Seattle                            180                   $17.75             =                       $3,195.00
         Freight 24" FOB KTN                                               1       566          $1.08             =                        $611.28
         Fuel Surcharge (Freight x 0.175)                                  1     0.175         $611.28            =                        $106.97
         insurance and wharfage Included                                 180                    $0.00             =                           $0.00
                                                                                                                  =
         Invoice price of bands                                            8                    $28.00            =                            $224.00
         Band freight                                                      8     24.22           $4.43            =                              $8.58
         insurance and wharfage=(price/                                    8                     $0.00            =                              $0.00
         $1000 x rate)+(kg / 100 x rate)
         Tamper, cutoff blades, etc.                                       1                   $100.00                                         $100.00

         Transport LTF to site:
         15 mi. one way, 2 trips 1 hr. Each, 1 hr. load and unload

                                                                Amount          Hr Ea            Cost
         End Dump Truck                                            1              3             $78.09            =                            $234.27
         End Dump Truck Driver                                     1              3             $32.49            =                             $97.47
         5.5 CY Loader                                             1              1             $84.96            =                             $84.96
         5.5 CY Loader Operator                                    1              1             $43.69            =                             $43.69

         Provide bedding, help install:
         End Dump Truck                                              1            9             $78.09            =                            $702.81
         End Dump Truck Driver                                       1            9             $32.49            =                            $292.41

         Installation:
         Backhoe                                                     1            9            $125.21         =                          $1,126.89
         Backhoe Operator                                            1            9            $44.97          =                           $404.73
         General Laborer                                             2            9            $36.37          =                           $654.66
                                                                                                              Total                       $7,887.72
                                                                                               Divided by                                        180     Feet
                                                                                                                                             $43.82
                                                                                                                      X                          1.10    P&R
                                                                                                                                             $48.20
                                                                                                                      X                       1.0204     Trend
                                                                               Item            6020124                                       $49.18      Foot


Item 6020136             36 inch corrugated metal pipe
                                     0.064 Inch Thickness for Steel or                     $        30.25 /ft             FOB Seattle
                                     0.060 Inch Thickness for Aluminum,                                   /ft             FOB Seattle
                                     Method (C), 2-2/3" x 1/2" Corrugations


                                                                                                                          Page 21 of 37
                                                                Amnt LF         Cu ft           Cost                                   Total Cost
         Materials:
         Invoice price of 36 inch CMP FOB Seattle                        80                   $30.25           =                       $2,420.00
         Freight 36 inch FOB KTN                                          1        566         $1.04           =                        $588.64
         Fuel Surcharge (Freight x 0.175)                                 1      0.175        $588.64          =                        $103.01
         insurance and wharfage Included                                 80                    $0.00           =                           $0.00
                                                                                                               =
         Invoice price of bands                                           5                    $42.00          =                        $210.00
         Band freight                                                     5      35.23          $4.43          =                          $7.80
         insurance and wharfage Inc                                       5                     $0.00          =                          $0.00

         Tamper, cutoff blades, etc.                                      1                   $100.00                                   $100.00

         Transport LTF to site:
         15 mi. one way, 4 trips 1 hr. Each, 2 hr. load and unload

                                                                Amount         Hr Ea            Cost
         End Dump Truck                                            1             6             $78.09          =                        $468.54
         End Dump Truck Driver                                     1             6             $32.49          =                        $194.94
         5.5 CY Loader                                             1             2             $84.96          =                        $169.92
         5.5 CY Loader Operator                                    1             2             $43.69          =                         $87.38

         Provide bedding, help install:

         End Dump Truck                                              1           9             $78.09          =                        $702.81
         End Dump Truck Driver                                       1           9             $32.49          =                        $292.41

         Installation:

         Backhoe                                                     1           9            $125.21          =                       $1,126.89
         Backhoe Operator                                            1           9            $44.97           =                        $404.73
         General Laborer                                             2           9            $36.37           =                        $654.66

                                                                                                           Total                       $7,531.73
                                                                                              Divided by                                        80   Feet
                                                                                                                                          $94.15
                                                                                                                   X                          1.10   P&R
                                                                                                                                        $103.57
                                                                                                                   X                       1.0204    Trend
                                                                              Item            6020136                                   $105.68      Foot


Item 6020148             48 inch corrugated metal pipe
                                     .079 inch thickness for steel or                     $        54.55 /ft           FOB Seattle
                                     .075 inch thickness for aluminum,                                   /ft           FOB Seattle
                                     method (C), 2 2/3 x 1/2 inch corrugations

                                                                Amount          Cu ft           Cost                                   Total Cost
         Materials:
         Invoice price of 48 inch CMP FOB Seattle                        40                   $54.55           =                       $2,182.00
         Freight 48 inch: FOB KTN               1005 cu ft                1          1        $837.00          =                        $837.00
         Fuel Surcharge (Freight x 0.175)                                 1      0.175        $837.00          =                        $146.48
         insurance and wharfage Included                                 40                    $0.00           =                           $0.00
                                                                                                               =
         Invoice price of bands                                           4                    $58.00          =                        $232.00
         Band freight                                                     4          42         $4.43          =                          $7.44
         insurance and wharfage=(price/                                   4                     $0.00          =                          $0.00
         $1000 x rate)+(kg / 100 x rate)
         Tamper, cutoff blades, etc.                                      1                   $100.00                                   $100.00

         Transport LTF to site:
         60 mi. one way from Thorne Bay, 1 trip 3 hrs. Each, 1 hr. load and unload

                                                                Amount         Hr Ea            Cost
         End Dump Truck                                            1             4             $78.09          =                        $312.36
         End Dump Truck Driver                                     1             4             $32.49          =                        $129.96
         5.5 CY Loader                                             1             1             $84.96          =                         $84.96
         5.5 CY Loader Operator                                    1             1             $43.69          =                         $43.69
         Provide bedding, help install:
         End Dump Truck                                              1           9             $78.09          =                        $702.81
         End Dump Truck Driver                                       1           9             $32.49          =                        $292.41

         Installation:
         Backhoe                                                     1           9            $125.21       =                          $1,126.89
         Backhoe Operator                                            1           9            $44.97        =                           $404.73
         General Laborer                                             2           9            $36.37        =                           $654.66
                                                                                                           Total                       $7,257.39
                                                                                              Divided by                                        40   Feet
                                                                                                                                        $181.43
                                                                                                                   X                          1.10   P&R
                                                                                                                                        $199.57
                                                                                                                   X                       1.0204    Trend
                                                                              Item             602148                                   $203.64      Foot


Item 6020160             60 inch corrugated metal pipe
                                     .079 inch thickness for steel or                     $        87.80 /ft           FOB Seattle
                                     .075 inch thickness for aluminum,                                   /ft           FOB Seattle
                                     method (C), 5 x 1& 3 x 1, inch corrugations,

                                                            Amount              Cu ft           Cost                                   Total Cost
         Materials:
         Invoice price of 60" CMP FOB Seattle 2 2/3x1/2 or3x1      40                         $87.80           =                       $3,512.00
         Freight 60": FOB KTN 1,178 Cu Ft                           1                1        $837.00          =                        $837.00
         Fuel Surcharge (Freight x 0.175)                           1            0.175        $837.00          =                        $146.48
         insurance and wharfage INC                                40                          $0.00           =                           $0.00
                                                                                                               =
         Invoice price of bands                                           1                    $98.00          =                          $98.00
         Band freight                                                     1          60         $4.43          =                           $2.66
         insurance and wharfage=(price/                                   1                     $0.00          =                           $0.00
         $1000 x rate)+(kg / 100 x rate)


                                                                                                                       Page 22 of 37
          Tamper, cutoff blades, etc.                                      1                  $100.00                                     $100.00

          Transport LTF to site:
          70 mi. one way from Thorne Bay, 1 trip 4 hrs. Each, 1 hr. load and unload

                                                                 Amount         Hr Ea           Cost
          End Dump Truck                                            1             5            $78.09          =                          $390.45
          End Dump Truck Driver                                     1             5            $32.49          =                          $162.45
          5.5 CY Loader                                             1             2            $84.96          =                          $169.92
          5.5 CY Loader Operator                                    1             2            $43.69          =                           $87.38

          Provide bedding, help install:
          End Dump Truck                                              1           9            $78.09          =                          $702.81
          End Dump Truck Driver                                       1           9            $32.49          =                          $292.41

          Installation:
          Backhoe                                                     1           9           $125.21       =                           $1,126.89
          Backhoe Operator                                            1           9           $44.97        =                            $404.73
          General Laborer                                             3           9           $36.37        =                            $981.99
                                                                                                           Total                        $9,015.17
                                                                                              Divided by                                         40   Feet
                                                                                                                                         $225.38
                                                                                                                   X                           1.10   P&R
                                                                                                                                         $247.92
                                                                                                                   X                        1.0204    Trend
                                                                               Item           6020160                                    $252.98      Foot


Item 6020172             72 inch corrugated metal pipe
                                     .109 inch thickness for steel or                 $           144.35 /ft           FOB Seattle
                                     .105 thickness for aluminum,                                        /ft           FOB Seattle
                                     method (C), 2 2/3 x1/2 & 3 x 1 inch corrugations

                                                                 Amount          lb/ft          Cost                                    Total Cost
          Materials:
          Invoice price of 72" CMP FOB Seattle 5x1or 3x1                  60                   $144.35         =                        $8,661.00
          Freight 72 inch: FOB KTN 1,696.5 Cu Ft.                          1         1        $1,048.00        =                        $1,048.00
          Fuel Surcharge (Freight x 0.175)                                 1     0.175        $1,048.00        =                         $183.40
          insurance and wharfage                                          60                    $0.00          =                            $0.00
                                                                                                               =
          Invoice price of bands                                           2                  $114.00          =                          $228.00
          Band freight                                                     2       70.5        $4.43           =                            $6.25
          insurance and wharfage=(price/                                   2                   $0.00           =                            $0.00
          $1000 x rate)+(kg / 100 x rate)
          Tamper, cutoff blades, etc.                                      1                  $100.00                                     $100.00

          Transport LTF to site:
          15 mi. one way, 4 trips 1 hr. Each, 2 hr. load and unload

                                                                 Amount         Hr Ea           Cost
          End Dump Truck                                            1             6            $78.09          =                          $468.54
          End Dump Truck Driver                                     1             6            $32.49          =                          $194.94
          5.5 CY Loader                                             1             2            $84.96          =                          $169.92
          5.5 CY Loader Operator                                    1             2            $43.69          =                           $87.38

          Provide bedding, help install:
          End Dump Truck                                              1           9            $78.09          =                          $702.81
          End Dump Truck Driver                                       1           9            $32.49          =                          $292.41
          Installation:
          Backhoe                                                     1           9           $125.21       =                           $1,126.89
          Backhoe Operator                                            1           9           $44.97        =                            $404.73
          General Laborer                                             3           9           $36.37        =                            $981.99
                                                                                                           Total                       $14,656.26
                                                                                              Divided by                                         60   Foot
                                                                                                                                         $244.27
                                                                                                                   X                           1.10   P&R
                                                                                                                                         $268.70
                                                                                                                   X                        1.0204    Trend
                                                                               Item           6020172                                    $274.18      Feet

Item 6020184        84 inch CORRUGATED METAL PIPE
          CASE BY CASE         .109 inch thickness for steel or                           $       166.25 /ft           FOB Seattle
                               .105 inch thickness for aluminum,                                         /ft           FOB Seattle
                               method (C), 3 x 1 inch corrugations

                                                                 Amount          lb/ft          Cost                                    Total Cost
          Materials:
          Invoice price of 84" CMP FOB Seattle                            52                   $166.25         =                        $8,645.00
          Skew cuts                                                        2                   $152.00         =                         $304.00
          Freight 84 inch: FOB KTN 2,002 Cu ft                             1         1        $1,048.00        =                        $1,048.00
          Fuel Surcharge (Freight x 0.175)                                 1     0.175        $1,048.00        =                         $183.40
          insurance and wharfage=(price/                                  52                    $0.83          =                           $43.16
          $1000 x rate)+(kg / 100 x rate)                                                                      =
          Invoice price of bands                                           2                  $148.00          =                          $296.00
          Band freight                                                     2    145.33         $5.10           =                           $32.67
          Fuel Surcharge (Freight x 0.14)                                  1      0.14        $32.67           =                            $4.57
          insurance and wharfage=(price/                                   2                   $0.74           =                            $1.48
          $1000 x rate)+(kg / 100 x rate)
          Tamper, cutoff blades, etc.                                      1                  $100.00                                     $100.00

          TransportWrangell to site: Distance traveled is 10.5 miles on the Zimovia highway averaging 30 mph,
          5.25 miles on FDR 6259 averaging 15 mph, and 1.8 miles on FDR 50055 at an average speed of
          10 mph for a total time of 0.88 hrs, use 1.00 hours to account for inefficiencies. Each round
          trip will require a total of 2.00 hours. Assume 2 log trucks will be needed to transport the culvert.
          The culvert will be placed on the trucks at the Harbor by AML or Boyer, and the trucks will be
          unloaded on site by a Cat 235 backhoe. Estimate 15 minutes will be required to load each truck,
          an 15 minutes will be required to unload each truck.

                                                                 Amount         Hr Ea           Cost
          Log Truck                                                 2            2.5          $91.82           =                          $459.10
          Log Truck Driver                                          2            2.5          $37.56           =                          $187.80
          Backhoe                                                   1            0.5          $125.21          =                           $62.61


                                                                                                                       Page 23 of 37
         Backhoe Operator                                               1        0.5          $44.97         =                           $22.49

         The site is in a bedrock notch. Assume the stream and bank will need to be drilled and shot before
         the bedding can be placed. Based on previous experience, the stream can be drilled and shot in
         5 hours. A drill and compressor will be needed for the five hours. Estimating 0.70 kg of powder per
         cubic meter, 242 lbs of powder will be needed for the 205 cy of structural excavation. Powder costs
         from Pay Item 20401, including detonators, and conectors. A Cat 235 backhoe will be needed for
         0.5 hr to remove the overburden and prepare for drilling.

         Powder, SEE Item 20401 Rock Excav. For Costs                242                 $         3.17      =                          $767.14
         Backhoe                                                      1          0.5         $125.21         =                           $62.61
         Backhoe Operator                                             1          0.5         $44.97          =                           $22.49
         Air Track Drill                                              1           5          $146.20         =                          $731.00
         Driller                                                      1           5          $40.84          =                          $204.20

         Based on past experience, the backhoe can excavate approximately 99 cy per hour. The total time
         for 205 cy will be 2.06 hr, use 2.25 hrs for inefficiences. An additional 1.0 hrs with the backhoe
         and 2 laborers will be needed for for the bed preperation. Assume each section can be placed and
         banded in 0.3 hrs with the backhoe and 4 laborers. Eight lifts will be required to backfill the culvert.
         Based on past projects, approximately 1.0 hrs will be required to place and compact each lift with 4
         laborers and 2 compactors for 8.0 hours.

         Backhoe                                                        1       12.15        $125.21         =                         $1,521.30
         Backhoe Operator                                               1       12.15        $44.97          =                          $546.39
         General Laborer                                                4        9.40        $36.37          =                         $1,367.51
         Hand Compactor                                                 2        9.40         $3.81          =                            $71.63

                                                                                                            Total                    $16,684.55
                                                                                             Divided by                                        52   Feet
                                                                                                                                       $320.86
                                                                                                                 X                           1.10   P&R
                                                                                                                                       $352.95
                                                                                                                 X                        1.0204    Trend
                                                                              Item           6020184                                   $360.15      Foot


Item 64004               Gate road, type steel tube, 16 foot
                                                                 Amount         each          Cost                              Cost
         Materials:
         Invoice price Ketchikan                                           1           1 $2,200.00           =                         $2,200.00
         Freight                                                           1           1    $50.00           =                            $50.00
         concrete, materials                                               1           1    $100.00          =                          $100.00
         installation
         a dump truck will be needed to transport gate to site and haul backfill to site
         a backhoe will do the excavation for the posts, backfill and place the barrier rocks
         adjacent to the road

                                                                 Amount         Hr Ea          Cost
         End Dump Truck                                             2             2          $78.09          =                          $312.36
         End Dump Truck Driver                                      2             2          $32.49          =                          $129.96
         5.5 CY Loader                                              1             1          $84.96          =                            $84.96
         5.5 CY Loader Operator                                     1             1          $43.69          =                            $43.69
         Backhoe                                                    1             2          $125.21         =                          $250.42
         Backhoe Operator                                           1             2          $44.97          =                            $89.94
         General Laborer                                            1             2          $36.37          =                            $72.74
         Hand Compactor                                             1             1           $3.81          =                             $3.81
                                                                                                            Total                      $3,337.88
                                                                                             Divided by                                          1
                                                                                                                                       $3,337.88
                                                                                                                 X                            1.10 P&R
                                                                                                                                       $3,671.67
                                                                                                                 X                         1.0204 Trend
                                                                 Item                          64004                                   $3,746.57 Each


Item 65101              Pit development

         Assumptions:
         Faller can cut 1.7 acre / day. A D7G Dozer and Cat 235D Backhoe can Grub and
         Strip 1 acre in two 9 hour days. Average pit size 1 acre.

                                                                 Amount         Hr Ea          Cost                                    Total Cost
         Timber Faller                                               1            6          $42.67          =                          $256.02
         Chain Saw                                                   1            6           $1.77          =                            $10.62
         Backhoe                                                     1           18          $125.21         =                         $2,253.78
         Backhoe Operator                                            1           18          $44.97          =                          $809.46
         Angle Dozer                                                 1           18          $131.16         =                         $2,360.88
         Angle Dozer Operator                                        1           18          $42.69          =                          $768.42
         Seeding stripped areas and overburden pile                 0.5           1          $454.49                                    $227.25
                                                                                                            Total                      $6,686.43
                                                                                                               X                              1.10 P&R
                                                                                                                                       $7,355.07
                                                                                                                 X                         1.0204 Trend
                                                                              Item             65101                                   $7,505.11 Each

Item 62501              Seeding, dry method (without mulch)

         Freight per 100 lbs: Includes fuel surcharge KTN $8.98: TBY $27.33 CRG $19.07: WRG $9.65: PSG $10.94: SIT $18.89
         JNU $16.26

         A crew of 2 can seed and fertilize 1 acre in 2 hours. An additional hour per acre will be added for travel and mixing.

         Materials:
                                                                   Amt lb       Hr Ea         cost / lb                                Total Cost
         Boreal red fescue                                          10                         $1.10                                     $11.00
         Arctared fescue                                             5                         $1.10                                      $5.50
         annual ryegrass                                            10                         $1.10                                     $11.00
         Fertilizer                                                 200                        $0.38                                     $76.00
         Nitrogen Urea                                              100                        $0.38                                     $38.00

         Shipping:
                                                                                         Cost / 100 lbs.


                                                                                                                     Page 24 of 37
          Seed, Fertilizer FOB KTN                                    325                     $8.98                                      $29.19

                                                                  Amount                      Cost
          Spreader                                                   2             3         $0.58                                        $3.48
          General Laborer                                            2             3        $36.37                                      $218.22
          Storage                                                    1             1        $100.00                                     $100.00

                                                                                                             Total                      $492.39
                                                                                                                X                            1.10 P&R
                                                                                                                                        $541.63
                                                                                                                  X                       1.0204 Trend
                                                                              Item            62501                                     $552.68 Acre


Item 62501h               Seeding - Hydraulic Method, with mulch prices 3/8/10 Ak Gardening Steve Rooke

          Assumptions:
          Freight per 100 lbs: Includes fuel surcharge KTN $8.98: TBY $27.33 CRG $19.07: WRG $9.65: PSG $10.94: SIT $18.89
          JNU $16.26
          A crew of 2 can seed and fertilize 1 acre in 2 hours. An additional 1 hr. per acre estimated for travel and mixing. Shipping was
          estimated for transport of the seed truck since this is a specialized piece of equipment does not normally stay put on the project but
          is moved in and out to accomplish the work.

          Materials:
                                                                    Amt lb      Hr Ea          Cost                                   Total Cost
          Boreal red fescue                                          18                       $1.10                                     $19.80
          Arctared fescue                                            12                       $1.10                                     $13.20
          annual ryegrass                                            18                       $1.10                                     $19.80

          Fertilizer                                                  200                     $0.38                                      $76.00
          Nitrogen Urea                                               100                     $0.38                                      $38.00
          Mulch, Eco Fiber                                           1200                     $0.20                                     $240.00
          Astro Mulch paper           0.22/lb
          Shipping:
                                                                                          Cost / 100 lbs
          Seed, Fertilizer, Mulch, FOB KTN                          1596                     $8.98                                      $143.32
          25,000 GVW (ave. project 35 acre)                         25000                    $3.00                                       $42.86
          2 trips. (250x$3 / 35 ac. x 2 trips)

                                                                  Amount                      Cost
          Hydroseeder                                                1             3        $16.50                                       $49.50
          Shop Truck                                                 1             3        $28.49                                       $85.47
          General Laborer                                            2             3        $36.37                                      $218.22
          Storage                                                    1             0        $100.00                                     $100.00

                                                                                                             Total                    $1,046.17
                                                                                                                X                            1.10 P&R
                                                                                                                                      $1,150.79
                                                                                                                  X                       1.0204 Trend
                                                                              Item           62501h                                   $1,174.27 Acre


Item 62522                Fertilizer (supplemental application)

          Assumptions: Use 30% of normal seed and fertilizer for quanities
          Freight per 100 lbs: Includes fuel surcharge KTN $8.98: TBY $27.33 CRG $19.07: WRG $9.65: PSG $10.94: SIT $18.89
          JNU $16.26
          Spreader                                                  2       3       $0.58                                $3.48
          Fertilizer                                               60               $0.38                               $22.80
          Nitrogen Urea                                            30               $0.38                               $11.40
          General Laborer                                           2      2.25    $36.37                             $163.67
          Shipping:
                                                                                 Cost / 100 lbs
          Seed- Fertilizer lbs FOB KTN                             90               $8.98                                $8.08

                                                                                                             Total                      $209.43
                                                                                                                X                            1.10 P&R
                                                                                                                                        $230.37
                                                                                                                  X                       1.0204 Trend
                                                                              Item            62522                                     $235.07 Acre

Item 62522                Seed & Fertilizer (supplemental application)

          Assumptions: Use 50% of normal seed and 30% fertilizer for quanities
          Freight per 100 lbs: Includes fuel surcharge KTN $8.98: TBY $27.33 CRG $19.07: WRG $9.65: PSG $10.94: SIT $18.89
          JNU $16.26
          Materials:
                                                                 Amt lb     Hr Ea  cost / lb                         Total Cost
          Boreal red fescue                                        5                $1.10                                $5.50
          Arctared fescue                                          3                $1.10                                $3.30
          annual ryegrass                                          5                $1.10                                $5.50
          Spreader                                                 2          3     $0.58                                $3.48
          General Laborer                                          2          3    $36.37                             $218.22

          Fertilizer                                                  60                      $0.38                                      $22.80
          Nitrogen Urea                                               30                      $0.38                                      $11.40

          Shipping:
                                                                                          Cost / 100 lb
          Seed, Fertilizer, FOB KTN                                   103                   $8.98                                         $9.25

                                                                                                             Total                      $279.45
                                                                                                                X                            1.10 P&R
                                                                                                                                        $307.40
                                                                                                                  X                       1.0204 Trend
                                                                              Item            62522                                     $313.67 Acre


T-Specs                   COSTS TO BE USED FOR PRE AND POST HAUL UNDER T-SPECS

          Blading road prior to haul and post haul
          It will take 6 hours per mile to blade the haul roads prior to use and another 4 hours for post haul.


                                                                                                                      Page 25 of 37
           There are 25 miles of road to be treated for prehaul and 25 miles for post haul.

                                                                    Amount        Hr Ea         Cost                                      Total Cost
           Grader                                                     1            250        $102.69            =                       $25,672.50
           Grader Operator                                            1            250        $44.11             =                       $11,027.50

                                                                                                                Total                    $36,700.00
                                                                                                                   X                             1.10
                                                                                                                                         $40,370.00
                                                                                                                X                             1.0204
                                                                                         blading pre and post haul                       $41,193.55 total

                                                                                                                                          $1,647.74 per mile
           Brushing for prehaul

           Other than preconstruction it will take about three hours per mile to brush for sight distance

                                                                  Amount          Hours          Cost                                     Total Cost
           Timber Faller                                             1              3          $42.67            =                         $128.01
           Chain Saw                                                 1              3           $1.77            =                           $5.31
                                                                                                                Total                      $133.32
                                                                                                                   X                            1.10
                                                                                                                                           $146.65
                                                                                                                    X                        1.0204
                                                                                                             brushing                      $149.64 total

           Road Storage
           Road 52033, 3.7mi
           We will pull 5 cmps per mi
           It will take 1.5 hours for a backhoe, operator, truck and driver/laborer for each cmp
           An additional 3 hours per mile are added for backhoe only
           5 x 1.5 x 3.7 = 72
           3.22 x 3.7 = 12

           Backhoe                                                      1          84         $125.21            =                       $10,517.64
           Backhoe Operator                                             1          84         $44.97             =                        $3,777.48
           End Dump Truck                                               2          72         $78.09             =                       $11,244.96
           End Dump Truck Driver                                        2          72         $32.49             =                        $4,678.56
                                                                                                                Total                    $30,218.64
                                                                                                                   X                             1.10
                                                                                                                                         $33,240.50
                                                                                                                     X                        1.0204
                                                                                                                                         $33,918.61 total
                                                                                                                         / 3.7 miles =
                                                                                                     Road Storage                         $9,167.19 mile
           Seeding roadbed
           There are 2.3 acres of seeding per mile of road.
           3.7 x 2.3 = 8.51 acres

           seeding and fertilizing                                      1          2.3             $552.68       =                        $1,271.16 seeding per mile

           Road Stomproofing
           Rest of new construction 6.2 miles
           5 rolling dips per mile will take the same time as a cmp removal
           We will pull 6.5 cmps per mile
           It will take 1.5 hours for a backhoe, operator, truck and driver/laborer for each cmp
           An additional 3 hours per mile are added for backhoe only
           (5 + 6.5) x 1.5 x 6.2 = 106.95
           3 x 6.2 = 18.6

           Backhoe                                                      1         125.5       $125.21            =                       $15,713.86
           Backhoe Operator                                             1         125.5       $44.97             =                        $5,643.74
           End Dump Truck                                               2          107        $78.09             =                       $16,711.26
           End Dump Truck Driver                                        2          107        $32.49             =                        $6,952.86
                                                                                                                Total                    $45,021.72
                                                                                                                   X                             1.10
                                                                                                                                         $49,523.89
                                                                                                                     X                        1.0204
                                                                                 52033     Stormproofing                                  $8,150.67 MILE

Item 157                  Soil Erosion Control
           There are too many site specific variables to attempt to construct average cost per mile or acre.
           Here are the new pay items at the best current rates for specific items currently used.
           While including silt fence it seems to be the least effective method for road applications.

           15701 Temp Turf establishment:            Use design grubbing quantitiy at regular dry seeding rate
                                                                      1         1.85           $552.68       =                            $1,022.46 Tturf/ mile of composite

           15702 Silt Fence Installed                                        1      100         $5.00                                      $500.00 /100 foot
           Bid Tabs

           15703 Brush Barriers                      An incidental and normal part of concurrent grubbing,excavation, subgrade construction,
                                                     and slash treatment when needed. If you have special slash treatments like bury or haul away
                                                     something else is needed.

           15707 Straw Bales
           Shop Truck                                                        1      0.25       $28.49       =                                $7.12
           General Laborer                                                   1      0.25       $36.37       =                                $9.09
           Straw bale                                                        1         1        $9.99       =                                $9.99
           Freight      $9.47x40%                                            1         1        $3.79       =                                $3.79
                                                                                               15707 Straw Bales                            $29.99 Each

           15709 Sand Bags
           Shop Truck                                                        1      0.25       $28.49        =                               $7.12
           General Laborer                                                   1      0.25       $36.37        =                               $9.09
           Sand Bags                                                         1         1        $1.00        =                               $1.00
           Freight                                                           1         1        $0.10        =                               $0.10
                                                                                                 15709 Sand Bags                            $17.31 Each

           15710 Sediment Traps
           Backhoe                                                           1      0.33      $125.21            =                          $41.32
           Backhoe Operator                                                  1      0.33      $44.97             =                          $14.84


                                                                                                                         Page 26 of 37
                                                                          15710 Sediment Traps                          $56.16 Each

TOTALS FOR PRE AND POST HAUL

blading pre and post haul                                                                                            $1,647.74
prehaul brushing                                                                                                      $149.64
storage                                                                                                              $9,167.19
seeding                                                                                                              $1,271.16
stormproofing                                                                                                        $8,150.67
                                                                                            Total                   $20,386.40




7/7/07 edits by Marie Messing
Removed Name Definition linking to Ken Bray spreadsheet for Linear Grading Calc Sheet, so costs will change with change in hourly rates
Added Version Date at the beginning of Cost Development Sheet
7/13/07 edits by Marie Messing
Added Fuel Truck to detail equipment sheet and equipment & wage rates
Added Fuel Truck to borrow (Lines 501 & 502) and excavation (Lines 381 & 382) items for linear grading
Corrected equipment and wages sheets where labor rates were incorectly referenced columns E, F & G rows 12-35
7/14/07 edits by Marie Messing
Added Fuel Truck Standby to Borrow 20404 Line 502
Updated Davis Bacon Wage Rates for Pile Driving
Updated Workers Compensation %
Updated Equipment Rental Rates to current
8/17/07 edits by Marie Messing
Updated TS Wage Rates with Inga Petaisto, Timber Valuation Specialist RO FM
8/18/07 edits by Marie Messing
Corrected Boom Boat Operator & Laborer wage references on Wages & Equipment Sheet
10/19/07 & 10/23/07 edits by VHazel
Updated cost trend factor, fuel surcharge for explosives and added charter barge to transport explosives in 20404 pay items
Bulk Fuel Prices and Freight rates as of 10/23/06
03/09/07 Updated cmp prices thru 72"
1/3/2008 edits by Mmessing
Updated Cost Trend Factor and Wage Rates excluding camp costs (not yet received from Forest Management)
1/14/2008 edits by Mmessing
Updated equipment through 2007 2 and Fuel Costs
1/17/2008 edits by Mmessing
Updated equipment through 2008 1, replaced outdated Excavator and Drum Compactor with more current equipment
1/23/2008 edits by Mmessing & V hazel
Updated powder formulas, freight from AML, culvert shiping and resolved comments.
2/22/08 updates by Mmessing
updated wage rate camp and crew transport from FM
8/11/2008 update by Factor mmessing
August Equipment Rental Rates & Cost Projection Factor
2/20/09 VH, updated fuel,culverts, seed,fertilizer,powder,primers, freight, fuel surcharge,ercc %
2/20/09 MM, updated Jan Equipment Rental Rates and Cost Projection Factor
9/3/2009 MM, missing Chuck Tender TSA named cell Renamed cell G50 EQ &WR Sheet
3/4/2010 VH updated Freight, fuel, and cmp prices
3/16/2010 VH updated Bridges, Explosives, seed and fertilizer, and freight for all
3/17/10 - 3/23/10 MD updated cost trend projection factor; equipment & wage rates; TS labor factor
7/12/10 - equipment rates update with EquipmentWatch - MD
9/22/10 - fuel rates update - average Ketchikan, Sitka, Juneau, Yakutat - MD
9/28/10 - checked for changes in Davis Bacon, TS rates, NCCI: no change - MD
9/29/10 - Added instructions on COST DEV tab; updated Cost Trend Factor
1/21/2011 - updated cost trend projection factor - MD
1/25/2011 - updated TS labor rates, TS factor, checked DB rates, updated taxes - MD 2011 freight, powder, cmp prices, bridge prices vh
1/26/2011 - updated fuel prices, updated equipment rates, updated Hyd Track Drill listing MD
1/27/2011 - removed culverts tab, removed Aluminmum prices because of non-use
2/1/2011- Updated Seed and Fertilizer prices, fuel surcharge to 17.5 %, updated cmp freight per latest quote
2/3/11 Added freight fuel surcharge line from Ketchikan to other SE communities                veh




                                                                                                    Page 27 of 37
                                                          from all 21201




                                                                                                                  UNIT PRICE
                                                                           Unit Price w/o
                                                          Avg Quantity




                                                                           Profit Risk or




                                                                                                                  sum 204 and
                                                                                                                  212 costs w
                                                                                                                  PR & CTF
                                                          Projects



                                                                           CTF
                                                                                            MILES                                  TOTAL PER UNIT
Item 21201 20         Linear Grading 0 - 20% Average Side Slope                                 1                $135,240.09            $135,240.09
Excavation            20401C    Common       75%         2,137 $1.70                         =         $3,632.90 Cy
                      20401R    Rock         25%           712 $10.23                        =         $7,283.76 Cy

Item 21201 40         Linear Grading 20 - 40% Average Side Slope                                 1               $166,918.23               $166,918.23
Excavation            20401C    Common       60%         3,616 $1.70                         =         $6,147.20 Cy
                      20401R    Rock         40%         2,411 $10.23                        =        $24,664.53 Cy

Item 21201 55         Partial Bench Linear Grading 40-55% Average Side Slope                     1               $283,125.94               $283,125.94
Excavation            20401C     Common      50%         5,613 $1.70         =                         $9,542.10 Cy
                      20401R     Rock        50%         5,613 $10.23        =                        $57,420.99 Cy
End Haul              20429                  25%         2,806 $24.17        =                        $67,821.02 Cy

Item 21201 80         Full Bench Linear Grading 60-80% Average Side Slope                        1               $514,597.63               $514,597.63
Excavation            20401C    Common       50%       14,129 $1.70                          =        $24,019.30 Cy
                      20401R    Rock         50%       14,129 $10.23                         =       $144,539.67 Cy
End Haul              20429                  33%        9,325 $24.17                         =       $225,385.25 Cy

                      TOTAL                                                                      4                                       $1,099,881.89

                      PROJECT AVERAGE PER MILE COST FOR ALL ROADS                                                                           $274,970.47




Instructions for LINEAR GADING CALC SHEET
            For calculating Linear Grading costs, complete entries for %Common, %Rock excavation, percent end haul as applicable, and miles. A FIND and
            REPLACE operation is needed if the estimate is for a Timber Sale: From the Menu Bar click on the Find & Select binoculars. At the Find
            prompt, type PR_PW. At the Replace prompt, type PR_TSA. To complete the operation, click on "replace all". Verify the change by looking at a
                                                               Part 1 - The Schedule

                                               Section B - Supplies or Services and Prices/Costs

                                                   PROJECT NAME
                              ____________ RANGER DISTRICT, TONGASS NATIONAL FOREST

                                                                 Schedule of Items


Item                                                                                                       Unit
No.                                    Description                          Quantity         Unit          Price       Total

15701       Temporary Turf Establishment                                       1             Acre     $            $

15702       Silt Fence                                                        150         Lineal Foot $            $

15707       Straw Bales                                                        1             Each     $            $

15709       Sandbags                                                           1             Each     $            $

15710       Sediment Traps                                                     1             Each     $            $

18305       Reestablish P-line, precision D                                   0.00           Mile     $            $

15202       Construction staking, Tolerance ____, Method ____                 0.00           Mile     $            $

15204       Staking structures                                                1.00           Each     $            $

18301       P - line survey                                                   0.00           Mile     $            $

18601       Road design, computer assisted geometric                          0.00           Mile     $            $

20101       Clearing and grubbing, slash treatment methods for:               0.00           Acre     $            $
            tops and limbs 1, logs 1, & stumps 1, utilization of timber 1

20352       Removal of culverts                                               1.00           Each     $            $

20301nls    Removal of native log stringer bridge                             0.00           Each     $            $

20301tt     Removal of treated timber bridge                                  0.00           Each     $            $

20401C      Excavation, Placement Method 1, Common                            0.00        Cubic yard $             $

20401R      Excavation, Placement Method 1, Rock                              0.00        Cubic yard $             $

20401FBE    Excavation, Placement Method 1, Full Bench, Endhaul               0.00        Cubic yard $             $

20401%grd   Excavation, Placement Method 1, Percent Ground Type               0.00        Cubic yard $             $

20404       Borrow excavation , placement method 1                            0.00        Cubic yard $             $

20404b      Borrow excavation , placement method 1                            0.00        Cubic yard $             $

20424       Haul                                                              0.00      Cubic yard-mile$           $

20429       End haul                                                         40.00        Cubic yard $             $

21101       Roadway Obliteration , method 2 Closure                           0.00           Mile     $            $

21106       Treatment of waterbars and barriers                               0.00           Each     $            $

21201       Composite road construction                                       0.00           Mile     $            $

25101       Placed riprap, class 4, method A                                  0.00        Cubic Yard $             $

30107       Grid-rolled aggregate, maximum size 65mm, compaction B            0.00        Cubic Yard $             $

30103       Crushed aggregate, type base, grading C-1, compaction B           0.00        Cubic Yard $             $

30101       Crushed aggregate, type base, grading C-1, compaction B           0.00           Ton      $            $

32003       Stockpiled aggregate, type base, type C-1                         0.00        Cubic Yard $             $

32001       Stockpiled aggregate, type base, type C-1                         0.00           Ton      $            $

                                                                             29 of 37
Item                                                                                                  Unit
No.                                          Description                  Quantity        Unit        Price       Total

30301            Reconditioning of roadbed, compaction A                    0.00          Mile   $            $

57103            Prefabricated bridge superstructure-design, fabricate,     0.00      Lineal Foot $           $
                 deliver and install

57105            Prefabricated bridge substructure-design, fabricate,       0.00          Each   $            $
                 deliver and install

57202            Log bridge - bridge stringers adjacent to site             0.00      Lineal Foot $           $

57202NA          Log bridges - bridge stringers not adjacent to site        0.00      Lineal Foot $           $

15101            Mobilization                                               1.00      Lump Sum $              $

6020118          18" corrugated metal pipe                                  0.00      Lineal Foot $           $
                 .064" thickness for steel or
                 .060" thickness for aluminum,
                 method (C), 2 2/3 x 1/2" corrugations

6020124          24" corrugated metal pipe                                  0.00      Lineal Foot $           $
                 .064" thickness for steel or
                 .060" thickness for aluminum,
                 method (C), 2 2/3 x 1/2" corrugations

6020136          36" corrugated metal pipe                                  0.00      Lineal Foot $           $
                 .064" thickness for steel or
                 .060" thickness for aluminum,
                 method (C), 2 2/3 x 1/2" corrugations

6020148          48" corrugated metal pipe                                  40.00     Lineal Foot $           $
                 .079 thickness for steel or
                 .075 thickness for aluminum,
                 method (C), 2 2/3 x 1/2" corrugations

6020160          60" corrugated metal pipe                                  0.00      Lineal Foot $           $
                 .079 thickness for steel or
                 .075 thickness for aluminum,
                 method (C), 3 x 1" corrugations

6020172          72" corrugated metal pipe                                  0.00      Lineal Foot $           $
                 .109 thickness for steel or
                 .105 thickness for aluminum,
                 method (C), 3 x 1" corrugations

      6020184 84" corrugated metal pipe                                     0.00      Lineal Foot $           $
CASE BY CASE .109 thickness for steel or
              .105 thickness for aluminum,
              method (C), 3 x 1" corrugations

64004            Gate road, type steel tube, size 4880 mm                   0.00          Each   $            $

65101            Pit development                                            0.00          Each   $            $

62501            Seeding, dry method (without mulch)                        0.50          Acre   $            $

62501h           Seeding, hydraulic method (with mulch)                     0.00          Acre   $            $

62504            Fertilizer (supplemental application)                      0.00          Acre   $            $

62505            Seed (supplemental application)                            0.00          Acre   $            $




                                                                                                              $


Quoter:

By                                                                        Telephone No.
                 (Signature)
                                                                          FAX No.
Title




                                                                           30 of 37
PRINTED     8/22/2012 0:50



                                                        TABLE A7, SCHEDULE OF ITEMS
                                                          xxxxxxxxxxxxxx TIMBER SALE


                                                             Road Number xxxxx Station 0+00 to xx+xx
                                                                  Mile post 0.00 to Mile post x.x




    Pay                                                                       Estimated         Pay           Unit         Item        Supple-      Total
    Item                            Item Description                          Quantity          Unit          Price        Cost       mentation


15702       Silt Fence                                                           150         Lineal Foot      $5.00       $750.00      $0.00       $750.00

15707       Straw Bales                                                           1             Each         $29.99       $29.99       $0.00       $29.99

15709       Sandbags                                                              1             Each         $17.31       $17.31       $0.00       $17.31

18305       Reestablish P-line, precision D                                      1.00           Mile        $1,745.71    $1,745.71     $0.00      $1,745.71

15202       Construction staking, Tolerance _____, Method _____                  2.00           Mile        $2,518.76    $5,037.52     $0.00      $5,037.52

15204       Staking structures                                                   3.00           Each         $352.67     $1,058.01     $0.00      $1,058.01

18301       P - line survey                                                      4.00           Mile        $6,112.32    $24,449.28    $0.00      $24,449.28

18601       Road design, computer assisted geometric                             5.00           Mile        $3,421.31    $17,106.55    $0.00      $17,106.55

20101       Clearing and grubbing, slash treatment methods for:                  6.00           Acre        $3,702.67    $22,216.02    $0.00      $22,216.02
            tops and limbs 1, logs 1, & stumps 1, utilization of timber 1

20352       Removal of culverts                                                  7.00           Each        $1,547.96    $10,835.72    $0.00      $10,835.72

20301nls    Removal of native log stringer bridge                                8.00           Each        $3,089.36    $24,714.88    $0.00      $24,714.88

20301tt     Removal of treated timber bridge                                     9.00           Each        $7,132.62    $64,193.58    $0.00      $64,193.58

20401C*     Excavation, Placement Method 1, Common                               1.00        Cubic yard       $1.91        $1.91       $0.00        $1.91

20401R*     Excavation, Placement Method 1, Rock                                 2.00        Cubic yard      $11.48       $22.96       $0.00       $22.96

20401FBE* Excavation, Placement Method 1, Full Bench, Endhaul                    3.00        Cubic yard      $12.97       $38.91       $0.00       $38.91

20401%grd* Excavation, Placement Method 1, Percent Ground Type                   4.00        Cubic yard       $5.42       $21.68       $0.00       $21.68

20404       Borrow excavation - cat finish, placement method 1                   5.00        Cubic yard       $7.72       $38.60       $0.00       $38.60

20404b      Borrow excavation - blade finish, placement method 1                 6.00        Cubic yard       $8.08       $48.48       $0.00       $48.48

20424       Haul                                                                 7.00     Cubic yard-mile     $3.48       $24.36       $0.00       $24.36

20429*      End haul                                                             8.00        Cubic yard      $27.13       $217.04      $0.00       $217.04

21101       Treatment of existing roadway, method B                              9.00           Mile        $4,406.44    $39,657.96    $0.00      $39,657.96

21106       Treatment of waterbars and barriers                                  1.00           Each         $57.31       $57.31       $0.00       $57.31

25101       Placed riprap, class 4, method A                                     3.00       Cubic Yard       $34.52       $103.56      $0.00       $103.56

30107       Grid-rolled aggregate, maximum size 65mm, compaction B               4.00       Cubic Yard       $27.72       $110.88      $0.00       $110.88

30103       Crushed aggregate, type base, grading C-1, compaction B              5.00       Cubic Yard       $30.24       $151.20      $0.00       $151.20

30301       Reconditioning of roadbed, compaction A                              9.00           Mile        $3,719.65    $33,476.85    $0.00      $33,476.85

57103       Prefabricated bridge superstructure-design, fabricate,               9.00        Lineal Foot    $2,262.83    $20,365.47    $0.00      $20,365.47
            deliver and install

57105       Prefabricated bridge substructure-design, fabricate,                 2.00           Each        $26,304.40   $52,608.80    $0.00      $52,608.80
            deliver and install

57202       Log bridge - bridge stringers adjacent to site                       1.00        Lineal Foot     $108.43      $108.43      $0.00       $108.43

57202NA     Log bridges - bridge stringers not adjacent to site                  2.00        Lineal Foot     $146.43      $292.86      $0.00       $292.86

15101       Mobilization                                                         1.00        Lump Sum       $87,433.70   $87,433.70    $0.00      $87,433.70

6020118*    18" corrugated metal pipe                                            2.00        Lineal Foot     $32.80       $65.60       $0.00       $65.60

                                                                                        Page 31 of 37
                                                          TABLE A7, SCHEDULE OF ITEMS
                                                            xxxxxxxxxxxxxx TIMBER SALE


                                                           Road Number xxxxx Station 0+00 to xx+xx
                                                                Mile post 0.00 to Mile post x.x




    Pay                                                                        Estimated         Pay          Unit          Item       Supple-      Total
    Item                              Item Description                         Quantity          Unit         Price         Cost      mentation
              .064" thickness for steel or
              .060" thickness for aluminum,
              method (C), 2 2/3 x 1/2" corrugations

6020124*      24" corrugated metal pipe                                           3.00        Lineal Foot    $49.18       $147.54      $0.00       $147.54
              .064" thickness for steel or
              .060" thickness for aluminum,
              method (C), 2 2/3 x 1/2" corrugations

6020136*      36" corrugated metal pipe                                           4.00        Lineal Foot   $105.68       $422.72      $0.00       $422.72
              .064" thickness for steel or
              .060" thickness for aluminum,
              method (C), 2 2/3 x 1/2" corrugations

6020148*      48" corrugated metal pipe                                           5.00        Lineal Foot   $203.64       $1,018.20    $0.00      $1,018.20
              .079 thickness for steel or
              .075 thickness for aluminum,
              method (C), 2 2/3 x 1/2" corrugations

6020160*      60" corrugated metal pipe                                           6.00        Lineal Foot   $252.98       $1,517.88    $0.00      $1,517.88
              .079 thickness for steel or
              .075 thickness for aluminum,
              method (C), 3 x 1" corrugations

6020172*      72" corrugated metal pipe                                           7.00        Lineal Foot   $274.18       $1,919.26    $0.00      $1,919.26
              .109 thickness for steel or
              .105 thickness for aluminum,
              method (C), 3 x 1" corrugations

6020184*  84" corrugated metal pipe                                               7.00        Lineal Foot   $360.15       $2,521.05    $0.00      $2,521.05
          .109
CASE BY CASE thickness for steel or
          .105 thickness for aluminum,
          method (C), 3 x 1" corrugations

64004         Gate road, type steel tube, size 4880 mm                            8.00           Each       $3,746.57    $29,972.56    $0.00      $29,972.56

65101         Pit development                                                     1.00           Each       $7,505.11     $7,505.11    $0.00      $7,505.11

62501         Seeding, dry method (without mulch)                                 2.00           Acre       $552.68       $1,105.36    $0.00      $1,105.36

62501h        Seeding, hydraulic method (with mulch)                              3.00           Acre       $1,174.27     $3,522.81    $0.00      $3,522.81

62504         Fertilizer (supplemental application)                               4.00           Acre       $235.07       $940.28      $0.00       $940.28

62505         Seed (supplemental application)                                     5.00           Acre       $313.67       $1,568.35    $0.00      $1,568.35

                                                                                            TOTAL COST:

*Note: Quantities shown with astrisks are estimates only, for the purpose of developing unit prices.                    Approved By
The final quantities for payment will be determined by final approved road designs.                                     Date




                                                                                         Page 32 of 37
USDA Forest Service                                 Sale Name                       Road Name                Road Number           Kilometer                 Original Road Cost:                  Report No.         Print Date/Time
                                                    xxxxxxxxxxx                     XXXXXXX                  XXXXXX                0.000-XX.X                    $301,821.98                          0                     08/22/12

       REPORT OF WORK                               Unit Name and Address           Name and address of Contractor                 Phone No.                  Current Road Cost:
     PREFORMED AND CASH                                Wrangell Ranger District               XXXXXXXXXXXXX                            xxx-xxx-xxxx              $301,821.98                          Date of This Report
   EQUIVALENT FOR SPECIFIED                            Box 51                                 XXXXXX                               Fax No.                    Last Adjust Dated:                           10/30/95
     ROAD CONSTRUCTION                                 Wrangell, Alaska 99929                 XXXXXXXXXXXX                             xxx-xxx-xxxx               10/31/1995
                                                           Phone no. / Fax no.      Contract No.                   Date                                      Date Project Completed & Accepted                Supplementation
                                                     907-874-2323 / 907-874-7597              XXXXXXX                              X/XX/1996                                                                       $0.00
                                                                                                        TOTAL QUANTITIES                QUANTITIES ESTABLISHED                            Total            Work
                                                                                                                                      Previous Amount                                    Supple.       accomplished        Total
   Item                                                                      Road                 Original    Changes      Revised     Total    This      Total             Unit         Establ.           minus       Accomplished                AMOUNT THIS REPORT
  Number                                 Description                         Code       Unit      Quantity    [+]or[-]      Total     Recorded Report    To Date            Cost         To Date          supple.        To Date        SURFACE     PRISM    BRIDGE CULVERT

15701       Temporary Turf Establishment                                      P         CQ           3           0          3.00       0         3           3.00         $552.68         $0.00          $1,658.04          $1,658.04

15702       Silt Fence                                                        P         Foot         4           0          4.00       0         4           4.00          $5.00          $0.00           $20.00             $20.00

15707       Straw Bales                                                       P        Each          1           0          1.00       0         1           1.00          $29.99         $0.00           $29.99             $29.99

15709       Sandbags                                                          P        Each          1           0          1.00       0         1           1.00          $17.31         $0.00           $17.31             $17.31

15710       Sediment Traps                                                    P        Each          1           0          1.00       0         1           1.00          $56.16         $0.00           $56.16             $56.16

18305       P-line reestablishment                                            P        Mile        0.00          0          0.00       0         1       TRY AGAIN       $1,745.71        $0.00          #VALUE!            #VALUE!        $0.00    $1,745.71      $0.00      $0.00

15202       Construction staking, Tolerance ____, Method II                   P        Mile        0.00          0          0.00      0.00      2.00     TRY AGAIN       $2,518.76        $0.00          #VALUE!            #VALUE!        $0.00    $5,037.52      $0.00      $0.00

15204       Staking structure, presion D, method III                          P        Each        1.00          0          1.00       0         3       TRY AGAIN        $352.67         $0.00          #VALUE!            #VALUE!        $0.00    $1,058.01      $0.00      $0.00

18301       P - line survey, low volume, new construction                     P        Mile        0.00          0          0.00       0         4       TRY AGAIN       $6,112.32        $0.00         #VALUE!             #VALUE!        $0.00   $24,449.28      $0.00      $0.00

18601       Road design, computer assisted geometric                          P        Mile        0.00          0          0.00       0         5       TRY AGAIN       $3,421.31        $0.00         #VALUE!             #VALUE!        $0.00   $17,106.55      $0.00      $0.00

20101       Clearing and grubbing, slash treatment methods for:               P        Acre        0.00          0          0.00       0         6       TRY AGAIN       $3,702.67        $0.00         #VALUE!             #VALUE!        $0.00   $22,216.02      $0.00      $0.00
            tops and limbs 1, logs 1, & stumps 1, utilization of timber 1


20352       Removal of culverts                                               C        Each        1.00          0          1.00       0         7       TRY AGAIN       $1,547.96        $0.00         #VALUE!             #VALUE!        $0.00        $0.00      $0.00 $10,835.72

20301nls    Removal of native log stringer bridge                             B        Each        0.00          0          0.00       0         8       TRY AGAIN       $3,089.36        $0.00         #VALUE!             #VALUE!        $0.00        $0.00 $24,714.88      $0.00

20301tt     Removal of treated timber bridge                                  B        Each        0.00          0          0.00       0         9       TRY AGAIN       $7,132.62        $0.00         #VALUE!             #VALUE!        $0.00        $0.00 $64,193.58      $0.00

20401C      Excavation, Placement Method 1, Common                            P      Cubic Yard    0.00          0          0.00       0         1       TRY AGAIN         $1.91          $0.00         #VALUE!             #VALUE!        $0.00        $1.91      $0.00      $0.00

20401R      Excavation, Placement Method 1, Rock                              P      Cubic Yard    0.00          0          0.00       0         2       TRY AGAIN         $11.48         $0.00         #VALUE!             #VALUE!        $0.00      $22.96       $0.00      $0.00

20401FBE    Excavation, Placement Method 1, Full Bench, Endhaul               P      Cubic Yard    0.00          0          0.00       0         3       TRY AGAIN         $12.97         $0.00         #VALUE!             #VALUE!        $0.00      $38.91       $0.00      $0.00

20401       Excavation, Placement Method 1, Percent Ground Type               P      Cubic Yard    0.00          0          0.00       0         4       TRY AGAIN         $5.42          $0.00         #VALUE!             #VALUE!        $0.00      $21.68       $0.00      $0.00

20404       Borrow excavation , placement method 1                            P      Cubic Yard    0.00          0          0.00       0         5       TRY AGAIN         $7.72          $0.00         #VALUE!             #VALUE!        $0.00      $38.60       $0.00      $0.00

20404b      Borrow excavation , placement method 1                            P      Cubic Yard    0.00          0          0.00       0         6       TRY AGAIN         $8.08          $0.00         #VALUE!             #VALUE!        $0.00      $48.48       $0.00      $0.00

                                                                                      Cubic
20424       Haul                                                              P      Yard/Mile     0.00          0          0.00       0         7       TRY AGAIN         $3.48          $0.00         #VALUE!             #VALUE!        $0.00      $24.36       $0.00      $0.00

20429       End haul                                                          P      Cubic Yard    40.00         0         40.00       0         8           8.00          $27.13         $0.00          $217.04            $217.04        $0.00     $217.04       $0.00      $0.00

21101       Roadway Obliteration, Method 2                                    P        Mile        0.00          0          0.00       0         9       TRY AGAIN       $4,406.44        $0.00         #VALUE!             #VALUE!        $0.00   $39,657.96      $0.00      $0.00

21106       Treatment of waterbars and barriers                               P        Each        0.00          0          0.00       0         1       TRY AGAIN         $57.31         $0.00         #VALUE!             #VALUE!        $0.00      $57.31       $0.00      $0.00

21201       Linear Grading                                                    P        Mile        0.00          0          0.00       0         2       TRY AGAIN      $127,759.78       $0.00         #VALUE!             #VALUE!        $0.00 $255,519.56       $0.00      $0.00

25101       Placed riprap, class 4, method A                                  P      Cubic Yard    0.00          0          0.00       0         3       TRY AGAIN         $34.52         $0.00         #VALUE!             #VALUE!        $0.00     $103.56       $0.00      $0.00

30107       Grid-rolled aggregate, maximum size 21/2inch, compaction B        S      Cubic Yard    0.00          0          0.00       0         4       TRY AGAIN         $27.72         $0.00         #VALUE!             #VALUE!      $110.88        $0.00      $0.00      $0.00

30103       Crushed aggregate, type base, grading C-1, compaction B           S      Cubic Yard    0.00          0          0.00       0         5       TRY AGAIN         $30.24         $0.00         #VALUE!             #VALUE!      $151.20        $0.00      $0.00      $0.00

30101       Crushed aggregate, type base, grading C-1, compaction B           S         Ton        0.00          0          0.00       0         6       TRY AGAIN         $19.37         $0.00         #VALUE!             #VALUE!      $116.22        $0.00      $0.00      $0.00



                                                                                                                                                  Page 33 of 37
                                                                                                                 TOTAL QUANTITIES                  QUANTITIES ESTABLISHED                              Total        Work
                                                                                                                                                 Previous Amount                                      Supple.   accomplished      Total
   Item                                                                                 Road                Original    Changes     Revised       Total    This      Total             Unit           Establ.       minus      Accomplished              AMOUNT THIS REPORT
  Number                                 Description                                    Code      Unit      Quantity    [+]or[-]     Total       Recorded Report    To Date            Cost           To Date      supple.       To Date      SURFACE     PRISM    BRIDGE CULVERT

32003      Stockpiled aggregate, type base, type C-1                                     S     Cubic Yard    0.00          0          0.00          0          7         TRY AGAIN    $16.58          $0.00      #VALUE!        #VALUE!        $116.06        $0.00      $0.00      $0.00

32001      Stockpiled aggregate, type base, type C-1                                     S        Ton        0.00          0          0.00          0          8         TRY AGAIN    $10.62          $0.00      #VALUE!        #VALUE!         $84.96        $0.00      $0.00      $0.00

30301      Reconditioning of roadbed, compaction A                                       P        Mile       0.00          0          0.00          0          9         TRY AGAIN   $3,719.65        $0.00      #VALUE!        #VALUE!          $0.00   $33,476.85      $0.00      $0.00

57103      Prefabricated bridge superstructure-design, fabricate,                        B        Foot       0.00          0          0.00          0          9         TRY AGAIN   $2,262.83        $0.00      #VALUE!        #VALUE!          $0.00        $0.00 $20,365.47      $0.00
           deliver and install


57105      Prefabricated bridge substructure-design, fabricate,                          B       Each        0.00          0          0.00          0          0            0.00     $26,304.40       $0.00        $0.00          $0.00          $0.00        $0.00      $0.00      $0.00
           deliver and install


57202A     Log bridge - bridge stringers adjacent to site                                B        Foot       0.00          0          0.00          0          1         TRY AGAIN    $108.43         $0.00      #VALUE!        #VALUE!          $0.00        $0.00   $108.43       $0.00

57202NA    Log bridges - bridge stringers not adjacent to site                           B        Foot       0.00          0          0.00          0          2         TRY AGAIN    $146.43         $0.00      #VALUE!        #VALUE!          $0.00        $0.00   $292.86       $0.00

15101      Mobilization                                                                  P     Lump Sum      1.00          0          1.00          0          1            1.00     $87,433.70       $0.00     $87,433.70      $87,433.70       $0.00   $87,433.70      $0.00      $0.00

6020118    18" corrugated metal pipe                                                     C        Foot       0.00          0          0.00          0          2         TRY AGAIN    $32.80          $0.00      #VALUE!        #VALUE!          $0.00        $0.00      $0.00     $65.60
           0.064 inch thickness for steel or
           0.060 inch thickness for aluminum,
           method (C), 2 2/3"x 1/2" corrugations


6020124    24" corrugated metal pipe                                                     C        Foot       0.00          0          0.00          0          3         TRY AGAIN    $49.18          $0.00      #VALUE!        #VALUE!          $0.00        $0.00      $0.00    $147.54
           0.064 inch thickness for steel or
           0.060 inch thickness for aluminum,
           method (C), 2 2/3"x 1/2" corrugations


6020136    36" corrugated metal pipe                                                     C        Foot       0.00          0          0.00          0          4         TRY AGAIN    $105.68         $0.00      #VALUE!        #VALUE!          $0.00        $0.00      $0.00    $422.72
           0.064 inch thickness for steel or
           0.060 inch thickness for aluminum,
           method (C), 2 2/3"x 1/2" corrugations


6020148    48" corrugated metal pipe                                                     C        Foot       40.00         0         40.00          0          5            5.00      $203.64         $0.00      $1,018.20      $1,018.20        $0.00        $0.00      $0.00   $1,018.20
           0.079 inch thickness for steel or
           0.075 inch thickness for aluminum,
           method (C), 2 2/3"x 1/2" corrugations


6020160    60" corrugated metal pipe                                                     C        Foot        0.00         0          0.00          0          6         TRY AGAIN    $252.98         $0.00      #VALUE!        #VALUE!          $0.00        $0.00      $0.00   $1,517.88
           0.079 inch thickness for steel or
           0.075 inch thickness for aluminum,
           method (C), 3" x 1" corrugations


6020172    72" corrugated metal pipe                                                     C        Foot        0.00         0          0.00          0          7         TRY AGAIN    $274.18         $0.00      #VALUE!        #VALUE!          $0.00        $0.00      $0.00   $1,919.26
           0.064 inch thickness for steel or
           0.060 inch thickness for aluminum,
           method (C), 3" x 1" corrugations


6020184    84" corrugated metal pipe                                                     C        Foot        0.00         0          0.00          0          7         TRY AGAIN    $360.15         $0.00      #VALUE!        #VALUE!          $0.00        $0.00      $0.00   $2,521.05
CASE BY    0.109 inch thickness for steel or
CASE       0.105 inch thickness for aluminum,
           method (C), 3 "x 1" corrugations



64004      Gate road, type steel tube, size 4880 mm                                      P       Each         0.00         0          0.00          0          8         TRY AGAIN     $3,746.57      $0.00      #VALUE!        #VALUE!          $0.00   $29,972.56      $0.00      $0.00

64101      Pit development                                                               P       Each         0.00         0          0.00          0          1         TRY AGAIN     $7,505.11      $0.00      #VALUE!        #VALUE!          $0.00    $7,505.11      $0.00      $0.00

62501      Seeding, dry method (without mulch)                                           P        Acre        0.50         0          0.50          0          2         TRY AGAIN      $552.68       $0.00      #VALUE!        #VALUE!          $0.00    $1,105.36      $0.00      $0.00

62501h     Seeding, hydraulic method (with mulch)                                        P        Acre        0.00         0          0.00          0          3         TRY AGAIN     $1,174.27      $0.00      #VALUE!        #VALUE!          $0.00    $3,522.81      $0.00      $0.00

62504      Fertilizer (supplemental application)                                         P        Acre        0.00         0          0.00          0          4         TRY AGAIN      $235.07       $0.00      #VALUE!        #VALUE!          $0.00     $940.28       $0.00      $0.00

62504      Seed (supplemental application)                                               P        Acre        0.00         0          0.00          0          5         TRY AGAIN      $313.67       $0.00      #VALUE!        #VALUE!          $0.00    $1,568.35      $0.00      $0.00

                                                                                                                                                                                                                                                                                             Total
                                                                    Total this report    =       Surface      $579.32    Prism     $532,890.44    Bridge   $109,675.22     Culvert       $18,447.97                                            $579.32 $532,890.44 ######### $18,447.97      $661,592.95

                                                                                                                                                                                                                                              TOTAL THIS REPORT

                                                                                                                                                               Page 34 of 37
                                                  TOTAL QUANTITIES               QUANTITIES ESTABLISHED                             Total         Work
                                                                               Previous Amount                                     Supple.    accomplished       Total
   Item                         Road          Original    Changes    Revised    Total    This      Total                Unit       Establ.        minus       Accomplished               AMOUNT THIS REPORT
  Number          Description   Code   Unit   Quantity    [+]or[-]    Total    Recorded Report    To Date               Cost       To Date       supple.        To Date        SURFACE    PRISM    BRIDGE CULVERT


Prepared by                                              Date                                                                                 WORK
                                                                                                                                 SUPPLE.      ACCOMP.        TOTAL
                                                                                                 Total Work to Date                     $0.00    #VALUE!         #VALUE!
Reviewed by                                              Date                                    Previous Work                          $0.00          $0.00           $0.00
                                                                                                 Work accomplished this report          $0.00    #VALUE!         #VALUE!
                                                                                                 Percent Complete                                                #VALUE!
                                                                                                                                 **********************************
Approved by                                              Date



DISTRICT RANGER                                          Date




                                                                                           Page 35 of 37
                                 TIMBER SALE COSTS


                         XXXXXX XXXXXXX TIMBER SALE


                                 TABLE A 7
                       SCHEDULE OF ITEMS SUMMARY


                                 Road Cost      Contribution   Supplementation       Total Cost

Road No. 6594-1                         $0.00          $0.00              $0.00               $0.00

Road No. 6594-2                      #REF!             $0.00              $0.00           #REF!

Road No. 52000-1                     #REF!             $0.00              $0.00           #REF!

Road No. 52001-1                     #REF!             $0.00              $0.00           #REF!

Road No. 52032                       #REF!             $0.00              $0.00           #REF!

Road No. 52033-1                     #REF!             $0.00              $0.00           #REF!

Road No. 52033-2                     #REF!             $0.00              $0.00           #REF!




         TOTALS:                     #REF!            $0.00              $0.00            #REF!




                   Signed By:                                                     Date:
                   Forest Engineer
                          PUBLIC WORKS ROADS COSTS


                        XXXXXX XXXXXXXX TIMBER SALE


                       SUMMARY OF SCHEDULE OF ITEMS



                                 Road Cost

Road No. 6594-1                         $0.00

Road No. 6594-2                      #REF!

Road No. 52000-1                     #REF!

Road No. 52001-1                     #REF!

Road No. 52032                       #REF!

Road No. 52033-1                     #REF!

Road No. 52033-2                     #REF!

Road No. 52034                       #REF!




         TOTALS:                     #REF!




                   Signed By:                         Date:
                   Forest Engineer
r

				
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