Safety Job Cost Estimate Template

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Safety Job Cost Estimate Template Powered By Docstoc
					                                                               INSTRUCTIONS

Disclaimer:
The intent of this workbook is to assist the user to prepare Construction Cost Estimate, Bid Sheets and Bid Tab. It is the
responsibility to input the correct data based on his/her projects. No warranty of any kinds is made by HCPID-AED for an
whatsoever.

For questions or comments on the sheets, please contact your project manager or Mike Chang, P.E. of HCPID-AED at (7

Notes to Users:
Estimate - The sheet to estimate the construction cost from agreement stage to final bid stage
1. Enter Project Basic Data As Highlighted Below                 2. Edit or Enter Highlighted Cells As Necessary
Project:               Enter Project Name                                          Summary of Estimate
Limit From:            Enter Project Begin Limit                       Stage:
Limit To:              Enter Project End Limit                         Total Amount for Roadway:
Proj Length:           Enter Project Length Per Miles                  Total Amount for XXXX:
Precinct:              Enter Precinct No. (1 or 2 or 3 or 4)           Total Amount for XXXX:
APIN:                  Enter Project APIN                              Total Amount for XXXX:
Job No:                Enter Job No (Not available until Bid stage)    Grant Total Amount:
Prepared By:           Enter Consultant Name                           Contingencies:
Date:                  Enter Preparation Date                          Grand Total Project:

3. Add Spec Items
                       This button allows the user to select items from DescCode sheet.



4. Enter Unit
Use abbreviations for units as below:
LF         - Linear Foot
MI         - Mile
SF         - Square Foot
SY         - Square Yard
AC         - Acre
CY         - Cubic Yard
VF         - Vertical Foot
TON        - Ton
GAL        - Gallon
YR         - Year
MO         - Month
DAY        - Day
EA         - Each
CYCLE      - Cycle
MBFM       - Thousand Board Foot Measure

5. Enter Number in Column A
Enter consecutive number in Column A on the ROW of Subtotal of Section
Example
     1     SUBTOTAL SECTION 1 - SITE PREPARATION AND EARTHWORK
     2     SUBTOTAL SECTION 2 - PAVING
     3     SUBTOTAL SECTION 3 - STORM SEWER
6. Format ROWS
                      When completing estimate, click this button to adjust row height.


BidSht - Bid Sheets Used in Project Manual
Bid Sheets are based on the information entered in Estimate Sheet.
1. Please do not make revisions on BidSht and they should be completed in Estimate sheet.

2. Enter "Begin", consecutive number, "End" in Column A of Summary Page
Example
   Begin   SUMMARY
    1                 SUBTOTAL SECTION 1 - SITE PREPARATION AND EARTHWORK (Bid Items 1 - 6):
    2                 SUBTOTAL SECTION 2 - PAVING (Bid Items 7 - 18):
    3                 SUBTOTAL SECTION 3 - STORM SEWER (Bid Items 19 - 34):
    4                 SUBTOTAL SECTION 4 - SIGNING AND PAVEMENT MARKINGS (Bid Items 35 - 50):
   End                GRAND TOTAL AMOUNT BID (SECTIONS 1 THROUGH 14)
3. Format ROWS
                      Click this button to adjust row height.


3. Adjust Page Break before Print
mate, Bid Sheets and Bid Tab. It is the designer's
ny kinds is made by HCPID-AED for any purpose



 Mike Chang, P.E. of HCPID-AED at (713)755-5019.



e to final bid stage
nter Highlighted Cells As Necessary
      Summary of Estimate
                                          Bid
 ount for Roadway:              $4,175,429.65
 ount for XXXX:                   $236,940.00
 ount for XXXX:                         $0.00
 ount for XXXX:                         $0.00
 tal Amount:                    $4,412,369.65
              0%                        $0.00
otal Project:                   $4,412,369.65
ORK (Bid Items 1 - 6):



GS (Bid Items 35 - 50):
NS 1 THROUGH 14)
                                                    CONSTRUCTION COST ESTIMATE
Project:                 Mueschke Road                                                                                    Summary of Estimate
Limit From:              Approximately 1 Mile North of US 290                                                Stage:                                    Bid
Limit To:                North of Sandy Hill Circle                                                          Total Amount for Roadway:       $6,512,206.50
Proj Length:             6,800 Feet (1.3 Miles)                                                              Total Amount for XXXX:                  $0.00
Precinct:                3                                                                                   Total Amount for XXXX:                  $0.00
APIN:                    0410300031                                                                          Total Amount for XXXX:                  $0.00
Job No:                                                                                                      Grant Total Amount:             $6,512,206.50
Prepared By:             Sunland Group                                                                       Contingencies:       0%                 $0.00
Date:                    04/29/09                                                                            Grand Total Project:            $6,512,206.50


  BID
      SPEC ITEM
 ITEM                                                             DESCRIPTION                                 UNIT    QUANTIY       UNIT PRICE     AMOUNT
         NO.
  NO.
SECTION 1 - SITE PREPARATION AND EARTHWORK

    1        DWG         Place, Maintain and Remove Project Identification Signs                               EA            2.00      $1,000.00      $2,000.00
    2         102        Clearing and Grubbing                                                                STA           70.00       $800.00      $56,000.00
                         Remove and Dispose of Existing Concrete Pavement with or without Concrete
    3         104        Curbs including Driveways (All Thicknesses)                                           SY          540.00         $4.00       $2,160.00
    4         110        Roadway Excavation with 3" Stripping Including Temporary Ditch                        CY       10,970.00        $10.00     $109,700.00

    5         465        Remove and Dispose of Existing Concrete or Metal Pipes (All Types and Sizes)          LF        1,890.00        $20.00      $37,800.00
                         Remove and Dispose of Existing Asphaltic Surface and Base Material including
    6         540        Driveways (All Thicknesses)                                                           SY       18,400.00         $4.00      $73,600.00
                                                                  SUBTOTAL SECTION 1 - SITE PREPARATION AND EARTHWORK (Bid Items 1 - 6):            $281,260.00

SECTION 2 - PAVING
    7         221        Commercial Lime Slurry for Subgrade Stabilization (2% by Dry Weight)                 TON          288.00       $135.00      $38,880.00
    8         223        Fly Ash for Subgrade Stabilization (8% by Dry Weight)                                TON        1,150.00        $70.00      $80,500.00
    9         223        Lime-Fly Ash Stabilized Subgrade (8" Depth)                                           SY       47,669.00         $3.00     $143,007.00
   10         360        Reinforced Concrete Pavement (10" Inches)                                             SY       44,310.00        $45.00    $1,993,950.00
   11         530        Reinforced Concrete Curb ( 6")                                                        LF       27,255.00         $2.50      $68,137.50
   12          530       Reinforced Concrete Driveways (10")                                                   SY          960.00        $45.00      $43,200.00
               530       ADA Access Ramps and Pedestrian Pads (4-1/2” thick) Colored Brick Red (Ramp
   13         (536)      Texturing to be Concrete Paver with Truncated Dome Surface)                           SY           85.00        $70.00       $5,950.00
               535
   14         (536)      6-Inch Reinforced Concrete Median Noses                                               SY          187.00        $60.00      $11,220.00
   15         536        Coloring of Concrete (Black) in Median Noses                                          SY          187.00        $15.00       $2,805.00
   16         340        Hot Mix - Hot Laid Asphaltic Concrete (Surface Course) (4")                          TON          280.00        $85.00      $23,800.00
   17         250        HMAC Base Course (Black Base) (6")                                                   TON          420.00        $90.00      $37,800.00
   18         250        Tack Coat (0.15 Gal/SY)                                                              GAL          190.00         $2.50         $475.00
                                                                                                SUBTOTAL SECTION 2 - PAVING (Bid Items 7 - 18):    $2,449,724.50

SECTION 3 - STORM SEWER
   19         430        24" RCP (ASTM C76, Class III) (Rubber Gasketed)                                       LF        2,562.00        $60.00     $153,720.00
   20         430        30" RCP (ASTM C76, Class III) (Rubber Gasketed)                                       LF          118.00        $80.00       $9,440.00
   21         430        36" RCP (ASTM C76, Class III) (Rubber Gasketed)                                       LF          284.00        $90.00      $25,560.00
   22         430        42" RCP (ASTM C76, Class III) (Rubber Gasketed)                                       LF          918.00       $120.00     $110,160.00
   23         480        Precast RCB (6' X 4') (ASTM C1433)                                                    LF        4,204.00       $350.00    $1,471,400.00
   24         480        Precast RCB (5' X 4') (ASTM C1433)                                                    LF          730.00       $300.00     $219,000.00
   25         480        Precast RCB (4' X 4') (ASTM C1433)                                                    LF          394.00       $250.00      $98,500.00
   26         471        Precast Concrete Manhole for 24" - 42" RCP                                            EA           11.00      $2,500.00     $27,500.00
   27         471        Precast Concrete Manhole on RCB                                                       EA           22.00      $2,000.00     $44,000.00
   28         463        Precast Safety End Treatment (Type II) (24") (RCP) (6:1) (P) with Pipe Runner         EA            5.00      $2,000.00     $10,000.00
   29         463        Precast Safety End Treatment (Type II) (30") (RCP) (6:1) (P) with Pipe Runner         EA            1.00      $2,500.00      $2,500.00
   30         472        Precast Type 'B-B' Inlet (All Depths)                                                 EA           40.00      $1,800.00     $72,000.00
   31         472        Precast Modified 'B-B' Inlet (All Depths)                                             EA           13.00      $2,500.00     $32,500.00
   32         472        Precast Type 'A' Inlet with Reinforced Concrete Apron (5-inch thick)                  EA            3.00      $2,000.00      $6,000.00
   33         429        Trench Safety System (5' to 10')                                                      LF        6,809.00         $1.00       $6,809.00


D:\Docstoc\Working\pdf\3a368861-1fcc-4282-831a-d92d7144a16f.xls                 Page 5 of 87
                                                    CONSTRUCTION COST ESTIMATE
Project:                 Mueschke Road                                                                                Summary of Estimate
Limit From:              Approximately 1 Mile North of US 290                                            Stage:                                    Bid
Limit To:                North of Sandy Hill Circle                                                      Total Amount for Roadway:       $6,512,206.50
Proj Length:             6,800 Feet (1.3 Miles)                                                          Total Amount for XXXX:                  $0.00
Precinct:                3                                                                               Total Amount for XXXX:                  $0.00
APIN:                    0410300031                                                                      Total Amount for XXXX:                  $0.00
Job No:                                                                                                  Grant Total Amount:             $6,512,206.50
Prepared By:             Sunland Group                                                                   Contingencies:       0%                 $0.00
Date:                    04/29/09                                                                        Grand Total Project:            $6,512,206.50


  BID
      SPEC ITEM
 ITEM                                                             DESCRIPTION                             UNIT    QUANTIY       UNIT PRICE     AMOUNT
         NO.
  NO.
   34       SS 8325      Closed Circuit Television Inspection of As Built Storm Sewer System               LS            1.00     $10,000.00     $10,000.00
                                                                                     SUBTOTAL SECTION 3 - STORM SEWER (Bid Items 19 - 34):     $2,299,089.00

SECTION 4 - SIGNING AND PAVEMENT MARKINGS

   35         500        Remove and Relocate or Dispose of Traffic Signs, Mail Boxes and Roadway Signs     LS            1.00      $2,000.00      $2,000.00
   36         624        Aluminum Signs (Traffic and Street)                                               EA           21.00       $400.00       $8,400.00
   37         660        Reflectorized Pavement Markings - Type I (W) (4") (BRK)                           LF        4,980.00         $1.00       $4,980.00
   38         660        Reflectorized Pavement Markings - Type I (W) (8") (SLD)                           LF        1,430.00         $1.50       $2,145.00
   39         660        Reflectorized Pavement Markings - Type I (W) (12") (SLD)                          LF          346.00         $3.50       $1,211.00
   40         660        Reflectorized Pavement Markings -Type II (Y) (24") (SLD)                          LF           44.00         $7.00         $308.00
   41         660        Reflectorized Pavement Markings - Type I (W) (24") (SLD)                          LF          735.00         $7.00       $5,145.00
   42         660        Reflectorized Pavement Markings - CL B (REFL) Type II-A-A                         EA            8.00         $4.50          $36.00
   43         663        Nonreflectorized White Raised Traffic Buttons                                     EA          115.00         $4.00         $460.00
   44         660        Type I-C Raised Pavement 1-way Markers                                            EA           30.00         $4.00         $120.00
   45         660        Reflectorized Pavement Markings - Type I (W) (4") (SLD)                           LF          300.00         $1.00         $300.00
   46         660        Symbols, Thermoplastic Pavement Marking, "ONLY"                                   EA            7.00       $150.00       $1,050.00
   47         660        Symbols, Thermoplastic Pavement Marking, "ARROWS"                                 EA            7.00       $150.00       $1,050.00
   48         536        Paint Curb at Median Nose (Yellow)                                                LF          600.00         $2.00       $1,200.00
   49         663        Type II-C/R Reflectorized Pavement Markers                                        EA          445.00         $4.00       $1,780.00
   50         670        Type III Barricade                                                                EA            2.00       $750.00       $1,500.00
                                                                  SUBTOTAL SECTION 4 - SIGNING AND PAVEMENT MARKINGS (Bid Items 35 - 50):        $31,685.00

SECTION 5 - TRAFFIC CONTROL PLAN
   51         673        Constructing Detours (6" Black Base)                                             TON        5,355.00       $110.00     $589,050.00
   52         673        Constructing Detours (2" HMAC Surface)                                           TON        1,785.00       $120.00     $214,200.00
   53         250        Tack Coat (0.15 Gal/SY)                                                           GAL       2,400.00         $2.50       $6,000.00
   54         671        Temporary Commercial Driveway                                                     EA           33.00       $400.00      $13,200.00
   55         671        Traffic Control                                                                   MO           12.00      $5,000.00     $60,000.00
   56         665        Work Zone Pavement Markings - Removable (All Types)                               LF       28,230.00         $1.00      $28,230.00
   57         673        Temporary 24" RCP for Driveways                                                   LF          288.00        $35.00      $10,080.00
                                                                            SUBTOTAL SECTION 5 - TRAFFIC CONTROL PLAN (Bid Items 51 - 57):      $920,760.00

SECTION 6 - STORM WATER POLLUTION PREVENTION PLAN
   58         165        Hydro-Mulch Seeding for Erosion Control and Final Stabilization                   AC            7.95      $1,500.00     $11,925.00
   59         162        Block Sodding for Erosion Control                                                 SY        4,135.00         $4.00      $16,540.00
   60         724        Stabilized Construction Access (Type I - Rock)                                    SY          500.00        $12.00       $6,000.00
   61         713        Reinforced Filter Fabric Barrier                                                  LF          680.00         $5.00       $3,400.00
   62         719        Inlet Protection Barrier Stage I                                                  EA           55.00        $70.00       $3,850.00
   63        741         Gravel Bag Inlet Protection Barrier Stage II Inlets                               LF          456.00         $8.00       $3,648.00
            Project      TPDES General Permit No. TXR150000; Notice of Intent (NOI) Application Fee
   64       Manual       ($325) (Contractor's NOI)                                                         EA            1.00       $325.00         $325.00
   65       SS 8812      Furnish, Install, Maintain And Remove Concrete Truck Washout Structures           LS            1.00      $1,000.00      $1,000.00
                                                  SUBTOTAL SECTION 6 - STORM WATER POLLUTION PREVENTION PLAN (Bid Items 58 - 65):                $46,688.00

D:\Docstoc\Working\pdf\3a368861-1fcc-4282-831a-d92d7144a16f.xls                 Page 6 of 87
                                                    CONSTRUCTION COST ESTIMATE
Project:                 Mueschke Road                                                                                 Summary of Estimate
Limit From:              Approximately 1 Mile North of US 290                                             Stage:                                    Bid
Limit To:                North of Sandy Hill Circle                                                       Total Amount for Roadway:       $6,512,206.50
Proj Length:             6,800 Feet (1.3 Miles)                                                           Total Amount for XXXX:                  $0.00
Precinct:                3                                                                                Total Amount for XXXX:                  $0.00
APIN:                    0410300031                                                                       Total Amount for XXXX:                  $0.00
Job No:                                                                                                   Grant Total Amount:             $6,512,206.50
Prepared By:             Sunland Group                                                                    Contingencies:       0%                 $0.00
Date:                    04/29/09                                                                         Grand Total Project:            $6,512,206.50


  BID
      SPEC ITEM
 ITEM                                                             DESCRIPTION                              UNIT    QUANTIY       UNIT PRICE     AMOUNT
         NO.
  NO.
SECTION 7 - EXTRA WORK ITEMS

   66         672        Off Duty Uniformed Police Officer - As Directed by Engineer (Min. Bid $25/HR)      HR          400.00        $25.00      $10,000.00
   67         433        Cement Stabilized Sand Base for High Strength Concrete (8 Inch Depth)              SY        3,200.00        $25.00      $80,000.00
   68         360        Concrete Pavement - High Strength (10 Inch Depth)                                  SY        3,000.00        $60.00     $180,000.00
   69         430        Seal Slab for Storm Sewer (7" Thick) (Min. Bid $25/SY)                             SY          400.00        $25.00      $10,000.00
   70         436        Well Pointing (Min Bid. $15/LF)                                                    LF        2,500.00        $15.00      $37,500.00
   71         530        Concrete Sidewalk (4 1/2 inch) at Towering Cypress Drive                           SY           50.00        $30.00       $1,500.00
   72       SP 560       Mowing Project Site                                                              CYCLE          10.00      $1,000.00     $10,000.00
   73      SS 8446 Construction Safety Fence                                                                LF        1,000.00         $4.00       $4,000.00
          Supplement
            to HC
           General
   74     Conditions Early Completion Incentive ($2,500/Day, 60 Days Maximum)                              DAY           60.00      $2,500.00    $150,000.00
                                                                                 SUBTOTAL SECTION 7 - EXTRA WORK ITEMS (Bid Items 66 - 74):      $483,000.00




D:\Docstoc\Working\pdf\3a368861-1fcc-4282-831a-d92d7144a16f.xls                 Page 7 of 87
                                                                        BID SHEET                                                               BID DOCUMENT
                                                    MUESCHKE ROAD
                         FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                               PRECINCT 3, APIN 0410300031
  BID    SPEC.                                                                                                                     UNIT PRICE
 ITEM    ITEM                                        BID ITEM DESCRIPTION AND UNIT PRICE BID                                         BID IN
  NO.     NO.     QUANTITY     UNIT                             WRITTEN IN WORDS                                                    NUMBER          AMOUNT BID

SECTION 1 - SITE PREPARATION AND EARTHWORK
   1      DWG        2.00       EA    Place, Maintain and Remove Project Identification Signs

                                      For                                                                            DOLLARS
                                      And                                                                            CENTS     $                $
                                                                                                           #NAME?
   2      102       70.00      STA    Clearing and Grubbing

                                      For                                                                            DOLLARS
                                      And                                                                            CENTS     $                $
                                                                                                           #NAME?
   3      104       540.00      SY    Remove and Dispose of Existing Concrete Pavement with or without Concrete Curbs
                                      including Driveways (All Thicknesses)

                                      For                                                                            DOLLARS
                                      And                                                                            CENTS     $                $
                                                                                                           #NAME?
   4      110      10,970.00    CY    Roadway Excavation with 3" Stripping Including Temporary Ditch

                                      For                                                                            DOLLARS
                                      And                                                                            CENTS     $                $
                                                                                                           #NAME?
   5      465      1,890.00     LF    Remove and Dispose of Existing Concrete or Metal Pipes (All Types and Sizes)

                                      For                                                                            DOLLARS
                                      And                                                                            CENTS     $                $
                                                                                                           #NAME?




                                                                        BID SHEET 8 OF 87
                                                                          BID SHEET                                                                BID DOCUMENT
                                                      MUESCHKE ROAD
                           FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                                 PRECINCT 3, APIN 0410300031
  BID     SPEC.                                                                                                                       UNIT PRICE
 ITEM     ITEM                                         BID ITEM DESCRIPTION AND UNIT PRICE BID                                          BID IN
  NO.      NO.       QUANTITY    UNIT                             WRITTEN IN WORDS                                                     NUMBER          AMOUNT BID

   6       540       18,400.00    SY    Remove and Dispose of Existing Asphaltic Surface and Base Material including Driveways
                                        (All Thicknesses)

                                        For                                                                             DOLLARS
                                        And                                                                             CENTS     $                $
                                                                                                               #NAME?

                                                       SUBTOTAL SECTION 1 - SITE PREPARATION AND EARTHWORK (Bid Items 1 - 6):                      $


SECTION 2 - PAVING
   7       221        288.00     TON    Commercial Lime Slurry for Subgrade Stabilization (2% by Dry Weight)

                                        For                                                                             DOLLARS
                                        And                                                                             CENTS     $                $
                                                                                                               #NAME?
   8       223        1,150.00   TON    Fly Ash for Subgrade Stabilization (8% by Dry Weight)

                                        For                                                                             DOLLARS
                                        And                                                                             CENTS     $                $
                                                                                                               #NAME?
   9       223       47,669.00    SY    Lime-Fly Ash Stabilized Subgrade (8" Depth)

                                        For                                                                             DOLLARS
                                        And                                                                             CENTS     $                $
                                                                                                               #NAME?
  10       360       44,310.00    SY    Reinforced Concrete Pavement (10" Inches)

                                        For                                                                             DOLLARS
                                        And                                                                             CENTS     $                $
                                                                                                               #NAME?




                                                                          BID SHEET 9 OF 87
                                                                     BID SHEET                                                             BID DOCUMENT
                                                MUESCHKE ROAD
                     FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                           PRECINCT 3, APIN 0410300031
 BID   SPEC.                                                                                                                  UNIT PRICE
ITEM   ITEM                                       BID ITEM DESCRIPTION AND UNIT PRICE BID                                       BID IN
 NO.    NO.    QUANTITY    UNIT                              WRITTEN IN WORDS                                                  NUMBER          AMOUNT BID

 11     530    27,255.00    LF    Reinforced Concrete Curb ( 6")

                                  For                                                                         DOLLARS
                                  And                                                                         CENTS       $                $
                                                                                                     #NAME?
 12     530     960.00      SY    Reinforced Concrete Driveways (10")

                                  For                                                                         DOLLARS
                                  And                                                                         CENTS       $                $
                                                                                                     #NAME?
 13     530      85.00      SY    ADA Access Ramps and Pedestrian Pads (4-1/2” thick) Colored Brick Red (Ramp Texturing
       (536)                      to be Concrete Paver with Truncated Dome Surface)

                                  For                                                                         DOLLARS
                                  And                                                                         CENTS       $                $
                                                                                                     #NAME?
 14     535     187.00      SY    6-Inch Reinforced Concrete Median Noses
       (536)
                                  For                                                                         DOLLARS
                                  And                                                                         CENTS       $                $
                                                                                                     #NAME?
 15     536     187.00      SY    Coloring of Concrete (Black) in Median Noses

                                  For                                                                         DOLLARS
                                  And                                                                         CENTS       $                $
                                                                                                     #NAME?
 16     340     280.00     TON    Hot Mix - Hot Laid Asphaltic Concrete (Surface Course) (4")

                                  For                                                                         DOLLARS
                                  And                                                                         CENTS       $                $
                                                                                                     #NAME?



                                                                    BID SHEET 10 OF 87
                                                                      BID SHEET                                                           BID DOCUMENT
                                                     MUESCHKE ROAD
                          FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                                PRECINCT 3, APIN 0410300031
  BID    SPEC.                                                                                                               UNIT PRICE
 ITEM    ITEM                                        BID ITEM DESCRIPTION AND UNIT PRICE BID                                   BID IN
  NO.     NO.     QUANTITY     UNIT                             WRITTEN IN WORDS                                              NUMBER          AMOUNT BID

  17      250       420.00     TON    HMAC Base Course (Black Base) (6")

                                      For                                                                      DOLLARS
                                      And                                                                      CENTS     $                $
                                                                                                      #NAME?
  18      250       190.00     GAL    Tack Coat (0.15 Gal/SY)

                                      For                                                                      DOLLARS
                                      And                                                                      CENTS     $                $
                                                                                                      #NAME?

                                                                                        SUBTOTAL SECTION 2 - PAVING (Bid Items 7 - 18):   $


SECTION 3 - STORM SEWER
  19      430      2,562.00     LF    24" RCP (ASTM C76, Class III) (Rubber Gasketed)

                                      For                                                                      DOLLARS
                                      And                                                                      CENTS     $                $
                                                                                                      #NAME?
  20      430       118.00      LF    30" RCP (ASTM C76, Class III) (Rubber Gasketed)

                                      For                                                                      DOLLARS
                                      And                                                                      CENTS     $                $
                                                                                                      #NAME?
  21      430       284.00      LF    36" RCP (ASTM C76, Class III) (Rubber Gasketed)

                                      For                                                                      DOLLARS
                                      And                                                                      CENTS     $                $
                                                                                                      #NAME?




                                                                     BID SHEET 11 OF 87
                                                                    BID SHEET                                                  BID DOCUMENT
                                                MUESCHKE ROAD
                     FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                           PRECINCT 3, APIN 0410300031
 BID   SPEC.                                                                                                      UNIT PRICE
ITEM   ITEM                                      BID ITEM DESCRIPTION AND UNIT PRICE BID                            BID IN
 NO.    NO.    QUANTITY    UNIT                             WRITTEN IN WORDS                                       NUMBER          AMOUNT BID

 22     430     918.00      LF    42" RCP (ASTM C76, Class III) (Rubber Gasketed)

                                  For                                                               DOLLARS
                                  And                                                               CENTS     $                $
                                                                                           #NAME?
 23     480     4,204.00    LF    Precast RCB (6' X 4') (ASTM C1433)

                                  For                                                               DOLLARS
                                  And                                                               CENTS     $                $
                                                                                           #NAME?
 24     480     730.00      LF    Precast RCB (5' X 4') (ASTM C1433)

                                  For                                                               DOLLARS
                                  And                                                               CENTS     $                $
                                                                                           #NAME?
 25     480     394.00      LF    Precast RCB (4' X 4') (ASTM C1433)

                                  For                                                               DOLLARS
                                  And                                                               CENTS     $                $
                                                                                           #NAME?
 26     471      11.00      EA    Precast Concrete Manhole for 24" - 42" RCP

                                  For                                                               DOLLARS
                                  And                                                               CENTS     $                $
                                                                                           #NAME?
 27     471      22.00      EA    Precast Concrete Manhole on RCB

                                  For                                                               DOLLARS
                                  And                                                               CENTS     $                $
                                                                                           #NAME?




                                                                  BID SHEET 12 OF 87
                                                                      BID SHEET                                                              BID DOCUMENT
                                                MUESCHKE ROAD
                     FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                           PRECINCT 3, APIN 0410300031
 BID   SPEC.                                                                                                                    UNIT PRICE
ITEM   ITEM                                       BID ITEM DESCRIPTION AND UNIT PRICE BID                                         BID IN
 NO.    NO.    QUANTITY    UNIT                              WRITTEN IN WORDS                                                    NUMBER          AMOUNT BID

 28     463      5.00       EA    Precast Safety End Treatment (Type II) (24") (RCP) (6:1) (P) with Pipe Runner

                                  For                                                                             DOLLARS
                                  And                                                                             CENTS     $                $
                                                                                                         #NAME?
 29     463      1.00       EA    Precast Safety End Treatment (Type II) (30") (RCP) (6:1) (P) with Pipe Runner

                                  For                                                                             DOLLARS
                                  And                                                                             CENTS     $                $
                                                                                                         #NAME?
 30     472      40.00      EA    Precast Type 'B-B' Inlet (All Depths)

                                  For                                                                             DOLLARS
                                  And                                                                             CENTS     $                $
                                                                                                         #NAME?
 31     472      13.00      EA    Precast Modified 'B-B' Inlet (All Depths)

                                  For                                                                             DOLLARS
                                  And                                                                             CENTS     $                $
                                                                                                         #NAME?
 32     472      3.00       EA    Precast Type 'A' Inlet with Reinforced Concrete Apron (5-inch thick)

                                  For                                                                             DOLLARS
                                  And                                                                             CENTS     $                $
                                                                                                         #NAME?
 33     429     6,809.00    LF    Trench Safety System (5' to 10')

                                  For                                                                             DOLLARS
                                  And                                                                             CENTS     $                $
                                                                                                         #NAME?




                                                                      BID SHEET 13 OF 87
                                                                        BID SHEET                                                                BID DOCUMENT
                                                    MUESCHKE ROAD
                         FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                               PRECINCT 3, APIN 0410300031
  BID    SPEC.                                                                                                                      UNIT PRICE
 ITEM    ITEM                                        BID ITEM DESCRIPTION AND UNIT PRICE BID                                          BID IN
  NO.     NO.      QUANTITY    UNIT                             WRITTEN IN WORDS                                                     NUMBER          AMOUNT BID

  34     SS 8325     1.00       LS    Closed Circuit Television Inspection of As Built Storm Sewer System

                                      For                                                                             DOLLARS
                                      And                                                                             CENTS     $                $
                                                                                                            #NAME?

                                                                               SUBTOTAL SECTION 3 - STORM SEWER (Bid Items 19 - 34):             $


SECTION 4 - SIGNING AND PAVEMENT MARKINGS
  35      500        1.00       LS    Remove and Relocate or Dispose of Traffic Signs, Mail Boxes and Roadway Signs

                                      For                                                                             DOLLARS
                                      And                                                                             CENTS     $                $
                                                                                                            #NAME?
  36      624        21.00      EA    Aluminum Signs (Traffic and Street)

                                      For                                                                             DOLLARS
                                      And                                                                             CENTS     $                $
                                                                                                            #NAME?
  37      660       4,980.00    LF    Reflectorized Pavement Markings - Type I (W) (4") (BRK)

                                      For                                                                             DOLLARS
                                      And                                                                             CENTS     $                $
                                                                                                            #NAME?
  38      660       1,430.00    LF    Reflectorized Pavement Markings - Type I (W) (8") (SLD)

                                      For                                                                             DOLLARS
                                      And                                                                             CENTS     $                $
                                                                                                            #NAME?




                                                                       BID SHEET 14 OF 87
                                                                   BID SHEET                                                     BID DOCUMENT
                                                MUESCHKE ROAD
                     FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                           PRECINCT 3, APIN 0410300031
 BID   SPEC.                                                                                                        UNIT PRICE
ITEM   ITEM                                     BID ITEM DESCRIPTION AND UNIT PRICE BID                               BID IN
 NO.    NO.    QUANTITY   UNIT                             WRITTEN IN WORDS                                          NUMBER          AMOUNT BID

 39     660     346.00     LF    Reflectorized Pavement Markings - Type I (W) (12") (SLD)

                                 For                                                                  DOLLARS
                                 And                                                                  CENTS     $                $
                                                                                             #NAME?
 40     660      44.00     LF    Reflectorized Pavement Markings -Type II (Y) (24") (SLD)

                                 For                                                                  DOLLARS
                                 And                                                                  CENTS     $                $
                                                                                             #NAME?
 41     660     735.00     LF    Reflectorized Pavement Markings - Type I (W) (24") (SLD)

                                 For                                                                  DOLLARS
                                 And                                                                  CENTS     $                $
                                                                                             #NAME?
 42     660      8.00      EA    Reflectorized Pavement Markings - CL B (REFL) Type II-A-A

                                 For                                                                  DOLLARS
                                 And                                                                  CENTS     $                $
                                                                                             #NAME?
 43     663     115.00     EA    Nonreflectorized White Raised Traffic Buttons

                                 For                                                                  DOLLARS
                                 And                                                                  CENTS     $                $
                                                                                             #NAME?
 44     660      30.00     EA    Type I-C Raised Pavement 1-way Markers

                                 For                                                                  DOLLARS
                                 And                                                                  CENTS     $                $
                                                                                             #NAME?




                                                                   BID SHEET 15 OF 87
                                                                   BID SHEET                                                   BID DOCUMENT
                                               MUESCHKE ROAD
                    FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                          PRECINCT 3, APIN 0410300031
 BID   SPEC.                                                                                                      UNIT PRICE
ITEM   ITEM                                      BID ITEM DESCRIPTION AND UNIT PRICE BID                            BID IN
 NO.    NO.    QUANTITY   UNIT                              WRITTEN IN WORDS                                       NUMBER          AMOUNT BID

 45     660     300.00     LF    Reflectorized Pavement Markings - Type I (W) (4") (SLD)

                                 For                                                                DOLLARS
                                 And                                                                CENTS     $                $
                                                                                           #NAME?
 46     660      7.00      EA    Symbols, Thermoplastic Pavement Marking, "ONLY"

                                 For                                                                DOLLARS
                                 And                                                                CENTS     $                $
                                                                                           #NAME?
 47     660      7.00      EA    Symbols, Thermoplastic Pavement Marking, "ARROWS"

                                 For                                                                DOLLARS
                                 And                                                                CENTS     $                $
                                                                                           #NAME?
 48     536     600.00     LF    Paint Curb at Median Nose (Yellow)

                                 For                                                                DOLLARS
                                 And                                                                CENTS     $                $
                                                                                           #NAME?
 49     663     445.00     EA    Type II-C/R Reflectorized Pavement Markers

                                 For                                                                DOLLARS
                                 And                                                                CENTS     $                $
                                                                                           #NAME?
 50     670      2.00      EA    Type III Barricade

                                 For                                                                DOLLARS
                                 And                                                                CENTS     $                $
                                                                                           #NAME?

                                                SUBTOTAL SECTION 4 - SIGNING AND PAVEMENT MARKINGS (Bid Items 35 - 50):        $

                                                                  BID SHEET 16 OF 87
                                                                        BID SHEET                                                     BID DOCUMENT
                                                    MUESCHKE ROAD
                         FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                               PRECINCT 3, APIN 0410300031
  BID    SPEC.                                                                                                           UNIT PRICE
 ITEM    ITEM                                           BID ITEM DESCRIPTION AND UNIT PRICE BID                            BID IN
  NO.     NO.     QUANTITY     UNIT                                WRITTEN IN WORDS                                       NUMBER          AMOUNT BID

SECTION 5 - TRAFFIC CONTROL PLAN
  51       673      5,355.00   TON    Constructing Detours (6" Black Base)

                                      For                                                                  DOLLARS
                                      And                                                                  CENTS     $                $
                                                                                                  #NAME?
  52       673      1,785.00   TON    Constructing Detours (2" HMAC Surface)

                                      For                                                                  DOLLARS
                                      And                                                                  CENTS     $                $
                                                                                                  #NAME?
  53       250      2,400.00   GAL    Tack Coat (0.15 Gal/SY)

                                      For                                                                  DOLLARS
                                      And                                                                  CENTS     $                $
                                                                                                  #NAME?
  54       671       33.00      EA    Temporary Commercial Driveway

                                      For                                                                  DOLLARS
                                      And                                                                  CENTS     $                $
                                                                                                  #NAME?
  55       671       12.00     MO     Traffic Control

                                      For                                                                  DOLLARS
                                      And                                                                  CENTS     $                $
                                                                                                  #NAME?
  56       665     28,230.00    LF    Work Zone Pavement Markings - Removable (All Types)

                                      For                                                                  DOLLARS
                                      And                                                                  CENTS     $                $
                                                                                                  #NAME?


                                                                       BID SHEET 17 OF 87
                                                                         BID SHEET                                                         BID DOCUMENT
                                                   MUESCHKE ROAD
                        FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                              PRECINCT 3, APIN 0410300031
  BID    SPEC.                                                                                                                UNIT PRICE
 ITEM    ITEM                                        BID ITEM DESCRIPTION AND UNIT PRICE BID                                    BID IN
  NO.     NO.    QUANTITY     UNIT                              WRITTEN IN WORDS                                               NUMBER          AMOUNT BID

  57      673       288.00     LF    Temporary 24" RCP for Driveways

                                     For                                                                        DOLLARS
                                     And                                                                        CENTS     $                $
                                                                                                       #NAME?

                                                                    SUBTOTAL SECTION 5 - TRAFFIC CONTROL PLAN (Bid Items 51 - 57):         $


SECTION 6 - STORM WATER POLLUTION PREVENTION PLAN
  58      165        7.95      AC    Hydro-Mulch Seeding for Erosion Control and Final Stabilization

                                     For                                                                        DOLLARS
                                     And                                                                        CENTS     $                $
                                                                                                       #NAME?
  59      162      4,135.00    SY    Block Sodding for Erosion Control

                                     For                                                                        DOLLARS
                                     And                                                                        CENTS     $                $
                                                                                                       #NAME?
  60      724       500.00     SY    Stabilized Construction Access (Type I - Rock)

                                     For                                                                        DOLLARS
                                     And                                                                        CENTS     $                $
                                                                                                       #NAME?
  61      713       680.00     LF    Reinforced Filter Fabric Barrier

                                     For                                                                        DOLLARS
                                     And                                                                        CENTS     $                $
                                                                                                       #NAME?




                                                                         BID SHEET 18 OF 87
                                                                           BID SHEET                                                             BID DOCUMENT
                                                  MUESCHKE ROAD
                       FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                             PRECINCT 3, APIN 0410300031
 BID   SPEC.                                                                                                                       UNIT PRICE
ITEM   ITEM                                             BID ITEM DESCRIPTION AND UNIT PRICE BID                                      BID IN
 NO.    NO.      QUANTITY       UNIT                               WRITTEN IN WORDS                                                 NUMBER           AMOUNT BID

 62     719        55.00         EA    Inlet Protection Barrier Stage I

                                       For                                                                           DOLLARS
                                       And                                                                           CENTS     $                 $
                                                                                                            #NAME?
 63     741       456.00         LF    Gravel Bag Inlet Protection Barrier Stage II Inlets

                                       For                                                                           DOLLARS
                                       And                                                                           CENTS     $                 $
                                                                                                            #NAME?
 64    Project     1.00          EA    TPDES General Permit No. TXR150000; Notice of Intent (NOI) Application Fee ($325)
       Manual                          (Contractor's NOI)

                                       For   Three Hundred Twenty-Five                                               DOLLARS
                                       And No                                                                        CENTS     $        325.00   $           325.00
                                                                                                            #NAME?
 65    SS 8812     1.00          LS    Furnish, Install, Maintain And Remove Concrete Truck Washout Structures

                                       For                                                                           DOLLARS
                                       And                                                                           CENTS     $                 $
                                                                                                            #NAME?

                                         SUBTOTAL SECTION 6 - STORM WATER POLLUTION PREVENTION PLAN (Bid Items 58 - 65):                         $


                            *




                                                                           BID SHEET 19 OF 87
                                                                            BID SHEET                                                                      BID DOCUMENT
                                                    MUESCHKE ROAD
                         FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                               PRECINCT 3, APIN 0410300031
  BID    SPEC.                                                                                                                            UNIT PRICE
 ITEM    ITEM                                             BID ITEM DESCRIPTION AND UNIT PRICE BID                                           BID IN
  NO.     NO.     QUANTITY         UNIT                              WRITTEN IN WORDS                                                      NUMBER              AMOUNT BID

SECTION 7 - EXTRA WORK ITEMS   *
  66       672      400.00         HR     Off Duty Uniformed Police Officer - As Directed by Engineer (Min. Bid $25/HR)

                                          For                                                                              DOLLARS
                                          And                                                                              CENTS     $                     $
                                                                                                                  #NAME?                 Min. Bid $25/HR
  67       433      3,200.00        SY    Cement Stabilized Sand Base for High Strength Concrete (8 Inch Depth)

                                          For                                                                              DOLLARS
                                          And                                                                              CENTS     $                     $
                                                                                                                  #NAME?
  68       360      3,000.00        SY    Concrete Pavement - High Strength (10 Inch Depth)

                                          For                                                                              DOLLARS
                                          And                                                                              CENTS     $                     $
                                                                                                                  #NAME?
  69       430      400.00          SY    Seal Slab for Storm Sewer (7" Thick) (Min. Bid $25/SY)

                                          For                                                                              DOLLARS
                                          And                                                                              CENTS     $                     $
                                                                                                                  #NAME?                 Min. Bid $25/SY
  70       436      2,500.00        LF    Well Pointing (Min Bid. $15/LF)

                                          For                                                                              DOLLARS
                                          And                                                                              CENTS     $                     $
                                                                                                                  #NAME?                 Min. Bid $15/LF
  71       530       50.00          SY    Concrete Sidewalk (4 1/2 inch) at Towering Cypress Drive

                                          For                                                                              DOLLARS
                                          And                                                                              CENTS     $                     $
                                                                                                                  #NAME?


                                                                            BID SHEET 20 OF 87
                                                                                       BID SHEET                                                                       BID DOCUMENT
                                                             MUESCHKE ROAD
                                  FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                                        PRECINCT 3, APIN 0410300031
  BID        SPEC.                                                                                                                                     UNIT PRICE
 ITEM        ITEM                                                   BID ITEM DESCRIPTION AND UNIT PRICE BID                                              BID IN
  NO.         NO.         QUANTITY         UNIT                                WRITTEN IN WORDS                                                         NUMBER                 AMOUNT BID

   72        SP 560           10.00        CYCLE     Mowing Project Site

                                                     For                                                                             DOLLARS
                                                     And                                                                             CENTS         $                    $
                                                                                                                            #NAME?
   73        SS 8446        1,000.00         LF      Construction Safety Fence

                                                     For                                                                             DOLLARS
                                                     And                                                                             CENTS         $                    $
                                                                                                                            #NAME?
   74      Supplement         60.00         DAY      Early Completion Incentive ($2,500/Day, 60 Days Maximum)
             to HC
            General                                  For   Two Thousand and Five Hundred                                             DOLLARS
           Conditions
                                                     And No                                                                          CENTS         $        2,500.00    $               150,000.00
                                                                                                                            #NAME?

                                                                                    * SUBTOTAL SECTION 7 - EXTRA WORK ITEMS (Bid Items 66 - 74):                       $

* The items listed above are extra work items and are to be used only on the instructions of the field engineer on the job. No Compensation will be received for any part of these items unless
they are actually used on the job under the direction of the field engineer. Any additional items required over and above those listed above will have to be secured on a change in contract and
are not to be used until same has been approved by the County Auditor. The amount bid on the above listed items is to be included in the grand total of this contract.




                                                                                      BID SHEET 21 OF 87
                                                                 BID SHEET                                 BID DOCUMENT
                                                    MUESCHKE ROAD
                         FROM APPROXIMATELY 1 MILE NORTH OF US 290 TO NORTH OF SANDY HILL CIRCLE
                                               PRECINCT 3, APIN 0410300031
 BID     SPEC.                                                                                UNIT PRICE
ITEM     ITEM                                       BID ITEM DESCRIPTION AND UNIT PRICE BID     BID IN
 NO.      NO.      QUANTITY     UNIT                           WRITTEN IN WORDS                NUMBER            AMOUNT BID


SUMMARY
       SUBTOTAL SECTION 1 - SITE PREPARATION AND EARTHWORK (Bid Items 1 - 6):                              $

       SUBTOTAL SECTION 2 - PAVING (Bid Items 7 - 18):                                                     $

       SUBTOTAL SECTION 3 - STORM SEWER (Bid Items 19 - 34):                                               $

       SUBTOTAL SECTION 4 - SIGNING AND PAVEMENT MARKINGS (Bid Items 35 - 50):                             $

       SUBTOTAL SECTION 5 - TRAFFIC CONTROL PLAN (Bid Items 51 - 57):                                      $

       SUBTOTAL SECTION 6 - STORM WATER POLLUTION PREVENTION PLAN (Bid Items 58 - 65):                     $

       SUBTOTAL SECTION 7 - EXTRA WORK ITEMS (Bid Items 66 - 74):                                          $

       GRAND TOTAL AMOUNT BID (SECTIONS 1 THROUGH 7)                                                       $
                                                                                                           (This figure must appear
                                                                                                           on the front cover of the
                                                                                                           Project Manual.)




                                                                 BID SHEET 22 OF 87
BID TABLUATION
Project Name:      Mueschke Road From Approximately 1 Mile North Of Us 290 To North Of Sandy Hill Circle
APIN:              0410300031                                                                                Commissioners' Court Date to Advertise:                      05/04/07
Job No:            0                                                                                         Bid Opening Date:     06/04/07
Consultant:        Sunland Group

                                                                                                                                Engineer's Estimate               Bidder Name                      Bidder Name                     Bidder Name                Avg of Three Low Bidders

                                                                                                                              Bid Total =   $6,512,206.50    Bid Total = $278,803,678.80      Bid Total = $278,803,678.80     Bid Total = $278,803,678.80     Bid Total =          $0.00
 BID
       SPEC ITEM
ITEM                                                DESCRIPTION                                       UNIT     QUANTIY       UNIT PRICE     AMOUNT          UNIT PRICE      AMOUNT           UNIT PRICE      AMOUNT          UNIT PRICE      AMOUNT          UNIT PRICE     AMOUNT
          NO
 NO
SECTION 1 - SITE PREPARATION AND EARTHWORK
  1      DWG       Place, Maintain and Remove Project Identification Signs                             EA             2.00     $1,000.00       $2,000.00      $1,250.00         $2,500.00      $1,250.00         $2,500.00     $1,250.00         $2,500.00                         $0.00
  2       102      Clearing and Grubbing                                                              STA            70.00       $800.00      $56,000.00         $28.00         $1,960.00         $28.00         $1,960.00        $28.00         $1,960.00                         $0.00
                   Remove and Dispose of Existing Concrete Pavement with or without Concrete
  3       104      Curbs including Driveways (All Thicknesses)                                         SY           540.00         $4.00       $2,160.00         $27.00       $14,580.00          $27.00       $14,580.00         $27.00       $14,580.00                          $0.00
  4       110      Roadway Excavation with 3" Stripping Including Temporary Ditch                      CY        10,970.00        $10.00     $109,700.00        $189.00     $2,073,330.00        $189.00     $2,073,330.00       $189.00     $2,073,330.00                         $0.00

  5       465      Remove and Dispose of Existing Concrete or Metal Pipes (All Types and Sizes)        LF         1,890.00        $20.00      $37,800.00         $19.00       $35,910.00          $19.00       $35,910.00         $19.00       $35,910.00                          $0.00
                   Remove and Dispose of Existing Asphaltic Surface and Base Material including
  6       540      Driveways (All Thicknesses)                                                         SY        18,400.00         $4.00      $73,600.00          $5.80      $106,720.00           $5.80      $106,720.00          $5.80      $106,720.00                          $0.00
                                        SUBTOTAL SECTION 1 - SITE PREPARATION AND EARTHWORK (Bid Items 1 - 6):                               $281,260.00                    $2,235,000.00                    $2,235,000.00                   $2,235,000.00                         $0.00
SECTION 2 - PAVING
  7       221      Commercial Lime Slurry for Subgrade Stabilization (2% by Dry Weight)               TON           288.00       $135.00      $38,880.00          $0.10           $28.80           $0.10           $28.80          $0.10           $28.80                          $0.00
  8       223      Fly Ash for Subgrade Stabilization (8% by Dry Weight)                              TON         1,150.00        $70.00      $80,500.00         $65.00       $74,750.00          $65.00       $74,750.00         $65.00       $74,750.00                          $0.00
  9       223      Lime-Fly Ash Stabilized Subgrade (8" Depth)                                         SY        47,669.00         $3.00     $143,007.00      $2,600.00 $123,939,400.00        $2,600.00 $123,939,400.00       $2,600.00 $123,939,400.00                           $0.00
  10      360      Reinforced Concrete Pavement (10" Inches)                                           SY        44,310.00        $45.00    $1,993,950.00     $2,000.00    $88,620,000.00      $2,000.00    $88,620,000.00     $2,000.00    $88,620,000.00                         $0.00
  11      530      Reinforced Concrete Curb ( 6")                                                      LF        27,255.00         $2.50      $68,137.50      $2,300.00    $62,686,500.00      $2,300.00    $62,686,500.00     $2,300.00    $62,686,500.00                         $0.00
  12      530      Reinforced Concrete Driveways (10")                                                 SY           960.00        $45.00      $43,200.00      $1,300.00     $1,248,000.00      $1,300.00     $1,248,000.00     $1,300.00     $1,248,000.00                         $0.00
          530      ADA Access Ramps and Pedestrian Pads (4-1/2” thick) Colored Brick Red (Ramp
  13     (536)     Texturing to be Concrete Paver with Truncated Dome Surface)                         SY            85.00        $70.00       $5,950.00                             $0.00                          $0.00                           $0.00                          $0.00
          535
  14     (536)     6-Inch Reinforced Concrete Median Noses                                             SY           187.00        $60.00      $11,220.00                             $0.00                          $0.00                           $0.00                          $0.00
  15      536      Coloring of Concrete (Black) in Median Noses                                        SY           187.00        $15.00       $2,805.00                             $0.00                          $0.00                           $0.00                          $0.00
  16      340      Hot Mix - Hot Laid Asphaltic Concrete (Surface Course) (4")                        TON           280.00        $85.00      $23,800.00                             $0.00                          $0.00                           $0.00                          $0.00
  17      250      HMAC Base Course (Black Base) (6")                                                 TON           420.00        $90.00      $37,800.00                             $0.00                          $0.00                           $0.00                          $0.00
  18      250      Tack Coat (0.15 Gal/SY)                                                            GAL           190.00         $2.50         $475.00                             $0.00                          $0.00                           $0.00                          $0.00
                                                                           SUBTOTAL SECTION 2 - PAVING (Bid Items 7 - 18):                  $2,449,724.50                 $276,568,678.80                  $276,568,678.80                 $276,568,678.80                         $0.00
SECTION 3 - STORM SEWER
  19      430      24" RCP (ASTM C76, Class III) (Rubber Gasketed)                                     LF         2,562.00        $60.00     $153,720.00                             $0.00                          $0.00                           $0.00                          $0.00
  20      430      30" RCP (ASTM C76, Class III) (Rubber Gasketed)                                     LF           118.00        $80.00       $9,440.00                             $0.00                          $0.00                           $0.00                          $0.00
  21      430      36" RCP (ASTM C76, Class III) (Rubber Gasketed)                                     LF           284.00        $90.00      $25,560.00                             $0.00                          $0.00                           $0.00                          $0.00
  22      430      42" RCP (ASTM C76, Class III) (Rubber Gasketed)                                     LF           918.00       $120.00     $110,160.00                             $0.00                          $0.00                           $0.00                          $0.00
  23      480      Precast RCB (6' X 4') (ASTM C1433)                                                  LF         4,204.00       $350.00    $1,471,400.00                            $0.00                          $0.00                           $0.00                          $0.00
  24      480      Precast RCB (5' X 4') (ASTM C1433)                                                  LF           730.00       $300.00     $219,000.00                             $0.00                          $0.00                           $0.00                          $0.00
  25      480      Precast RCB (4' X 4') (ASTM C1433)                                                  LF           394.00       $250.00      $98,500.00                             $0.00                          $0.00                           $0.00                          $0.00
  26      471      Precast Concrete Manhole for 24" - 42" RCP                                          EA            11.00     $2,500.00      $27,500.00                             $0.00                          $0.00                           $0.00                          $0.00
BID TABLUATION
Project Name:      Mueschke Road From Approximately 1 Mile North Of Us 290 To North Of Sandy Hill Circle
APIN:              0410300031                                                                             Commissioners' Court Date to Advertise:                    05/04/07
Job No:            0                                                                                      Bid Opening Date:     06/04/07
Consultant:        Sunland Group

                                                                                                                            Engineer's Estimate               Bidder Name                     Bidder Name                    Bidder Name               Avg of Three Low Bidders

                                                                                                                          Bid Total =   $6,512,206.50    Bid Total = $278,803,678.80     Bid Total = $278,803,678.80    Bid Total = $278,803,678.80    Bid Total =          $0.00
 BID
       SPEC ITEM
ITEM                                                  DESCRIPTION                                  UNIT    QUANTIY       UNIT PRICE     AMOUNT          UNIT PRICE     AMOUNT           UNIT PRICE     AMOUNT          UNIT PRICE     AMOUNT          UNIT PRICE     AMOUNT
          NO
 NO
 27       471      Precast Concrete Manhole on RCB                                                 EA           22.00      $2,000.00      $44,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 28       463      Precast Safety End Treatment (Type II) (24") (RCP) (6:1) (P) with Pipe Runner   EA            5.00      $2,000.00      $10,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 29       463      Precast Safety End Treatment (Type II) (30") (RCP) (6:1) (P) with Pipe Runner   EA            1.00      $2,500.00       $2,500.00                            $0.00                         $0.00                          $0.00                          $0.00
 30       472      Precast Type 'B-B' Inlet (All Depths)                                           EA           40.00      $1,800.00      $72,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 31       472      Precast Modified 'B-B' Inlet (All Depths)                                       EA           13.00      $2,500.00      $32,500.00                            $0.00                         $0.00                          $0.00                          $0.00
 32       472      Precast Type 'A' Inlet with Reinforced Concrete Apron (5-inch thick)            EA            3.00      $2,000.00       $6,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 33       429      Trench Safety System (5' to 10')                                                 LF        6,809.00         $1.00       $6,809.00
 34     SS 8325    Closed Circuit Television Inspection of As Built Storm Sewer System             LS            1.00     $10,000.00      $10,000.00                            $0.00                         $0.00                          $0.00                          $0.00
                                                                SUBTOTAL SECTION 3 - STORM SEWER (Bid Items 19 - 34):                   $2,299,089.00                           $0.00                         $0.00                          $0.00                          $0.00
SECTION 4 - SIGNING AND PAVEMENT MARKINGS

 35       500      Remove and Relocate or Dispose of Traffic Signs, Mail Boxes and Roadway Signs   LS            1.00      $2,000.00       $2,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 36       624      Aluminum Signs (Traffic and Street)                                             EA           21.00        $400.00       $8,400.00                            $0.00                         $0.00                          $0.00                          $0.00
 37       660      Reflectorized Pavement Markings - Type I (W) (4") (BRK)                          LF        4,980.00         $1.00       $4,980.00                            $0.00                         $0.00                          $0.00                          $0.00
 38       660      Reflectorized Pavement Markings - Type I (W) (8") (SLD)                          LF        1,430.00         $1.50       $2,145.00                            $0.00                         $0.00                          $0.00                          $0.00
 39       660      Reflectorized Pavement Markings - Type I (W) (12") (SLD)                         LF         346.00          $3.50       $1,211.00                            $0.00                         $0.00                          $0.00                          $0.00
 40       660      Reflectorized Pavement Markings -Type II (Y) (24") (SLD)                         LF          44.00          $7.00         $308.00                            $0.00                         $0.00                          $0.00                          $0.00
 41       660      Reflectorized Pavement Markings - Type I (W) (24") (SLD)                         LF         735.00          $7.00       $5,145.00                            $0.00                         $0.00                          $0.00                          $0.00
 42       660      Reflectorized Pavement Markings - CL B (REFL) Type II-A-A                       EA            8.00          $4.50          $36.00                            $0.00                         $0.00                          $0.00                          $0.00
 43       663      Nonreflectorized White Raised Traffic Buttons                                   EA          115.00          $4.00         $460.00                            $0.00                         $0.00                          $0.00                          $0.00
 44       660      Type I-C Raised Pavement 1-way Markers                                          EA           30.00          $4.00         $120.00                            $0.00                         $0.00                          $0.00                          $0.00
 45       660      Reflectorized Pavement Markings - Type I (W) (4") (SLD)                          LF         300.00          $1.00         $300.00                            $0.00                         $0.00                          $0.00                          $0.00
 46       660      Symbols, Thermoplastic Pavement Marking, "ONLY"                                 EA            7.00        $150.00       $1,050.00                            $0.00                         $0.00                          $0.00                          $0.00
 47       660      Symbols, Thermoplastic Pavement Marking, "ARROWS"                               EA            7.00        $150.00       $1,050.00                            $0.00                         $0.00                          $0.00                          $0.00
 48       536      Paint Curb at Median Nose (Yellow)                                               LF         600.00          $2.00       $1,200.00
 49       663      Type II-C/R Reflectorized Pavement Markers                                      EA          445.00          $4.00       $1,780.00
 50       670      Type III Barricade                                                              EA            2.00        $750.00       $1,500.00
                                        SUBTOTAL SECTION 4 - SIGNING AND PAVEMENT MARKINGS (Bid Items 35 - 50):                           $31,685.00                            $0.00                         $0.00                          $0.00                          $0.00
SECTION 5 - TRAFFIC CONTROL PLAN
 51       673      Constructing Detours (6" Black Base)                                            TON        5,355.00       $110.00     $589,050.00                            $0.00                         $0.00                          $0.00                          $0.00
 52       673      Constructing Detours (2" HMAC Surface)                                          TON        1,785.00       $120.00     $214,200.00                            $0.00                         $0.00                          $0.00                          $0.00
 53       250      Tack Coat (0.15 Gal/SY)                                                         GAL        2,400.00         $2.50       $6,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 54       671      Temporary Commercial Driveway                                                   EA           33.00        $400.00      $13,200.00                            $0.00                         $0.00                          $0.00                          $0.00
BID TABLUATION
Project Name:      Mueschke Road From Approximately 1 Mile North Of Us 290 To North Of Sandy Hill Circle
APIN:              0410300031                                                                              Commissioners' Court Date to Advertise:                    05/04/07
Job No:            0                                                                                       Bid Opening Date:     06/04/07
Consultant:        Sunland Group

                                                                                                                             Engineer's Estimate               Bidder Name                     Bidder Name                    Bidder Name               Avg of Three Low Bidders

                                                                                                                           Bid Total =   $6,512,206.50    Bid Total = $278,803,678.80     Bid Total = $278,803,678.80    Bid Total = $278,803,678.80    Bid Total =          $0.00
 BID
       SPEC ITEM
ITEM                                                   DESCRIPTION                                 UNIT     QUANTIY       UNIT PRICE     AMOUNT          UNIT PRICE     AMOUNT           UNIT PRICE     AMOUNT          UNIT PRICE     AMOUNT          UNIT PRICE     AMOUNT
          NO
 NO
 55       671      Traffic Control                                                                  MO           12.00      $5,000.00      $60,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 56       665      Work Zone Pavement Markings - Removable (All Types)                              LF        28,230.00         $1.00      $28,230.00                            $0.00                         $0.00                          $0.00                          $0.00
 57       673      Temporary 24" RCP for Driveways                                                  LF          288.00         $35.00      $10,080.00                            $0.00                         $0.00                          $0.00                          $0.00
                                                       SUBTOTAL SECTION 5 - TRAFFIC CONTROL PLAN (Bid Items 51 - 57):                     $920,760.00                            $0.00                         $0.00                          $0.00                          $0.00
SECTION 6 - STORM WATER POLLUTION PREVENTION PLAN
 58       165      Hydro-Mulch Seeding for Erosion Control and Final Stabilization                  AC             7.95     $1,500.00      $11,925.00                            $0.00                         $0.00                          $0.00                          $0.00
 59       162      Block Sodding for Erosion Control                                                SY         4,135.00         $4.00      $16,540.00                            $0.00                         $0.00                          $0.00                          $0.00
 60       724      Stabilized Construction Access (Type I - Rock)                                   SY          500.00         $12.00       $6,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 61       713      Reinforced Filter Fabric Barrier                                                 LF          680.00          $5.00       $3,400.00                            $0.00                         $0.00                          $0.00                          $0.00
 62       719      Inlet Protection Barrier Stage I                                                 EA           55.00         $70.00       $3,850.00                            $0.00                         $0.00                          $0.00                          $0.00
 63       741      Gravel Bag Inlet Protection Barrier Stage II Inlets                              LF          456.00          $8.00       $3,648.00                            $0.00                         $0.00                          $0.00                          $0.00
         Project   TPDES General Permit No. TXR150000; Notice of Intent (NOI) Application Fee
 64      Manual    ($325) (Contractor's NOI)                                                        EA             1.00       $325.00         $325.00                            $0.00                         $0.00                          $0.00                          $0.00
 65     SS 8812    Furnish, Install, Maintain And Remove Concrete Truck Washout Structures          LS             1.00     $1,000.00       $1,000.00                            $0.00                         $0.00                          $0.00                          $0.00
                            SUBTOTAL SECTION 6 - STORM WATER POLLUTION PREVENTION PLAN (Bid Items 58 - 65):                                $46,688.00                            $0.00                         $0.00                          $0.00                          $0.00
SECTION 7 - EXTRA WORK ITEMS
 66       672      Off Duty Uniformed Police Officer - As Directed by Engineer (Min. Bid $25/HR)    HR          400.00         $25.00      $10,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 67       433      Cement Stabilized Sand Base for High Strength Concrete (8 Inch Depth)            SY         3,200.00        $25.00      $80,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 68       360      Concrete Pavement - High Strength (10 Inch Depth)                                SY         3,000.00        $60.00     $180,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 69       430      Seal Slab for Storm Sewer (7" Thick) (Min. Bid $25/SY)                           SY          400.00         $25.00      $10,000.00                            $0.00                         $0.00                          $0.00                          $0.00
 70       436      Well Pointing (Min Bid. $15/LF)                                                  LF         2,500.00        $15.00      $37,500.00
 71       530      Concrete Sidewalk (4 1/2 inch) at Towering Cypress Drive                         SY           50.00         $30.00       $1,500.00
 72      SP 560    Mowing Project Site                                                             CYCLE         10.00      $1,000.00      $10,000.00
 73     SS 8446 Construction Safety Fence                                                           LF         1,000.00         $4.00       $4,000.00
       Supplement
         to HC
        General
 74    Conditions Early Completion Incentive ($2,500/Day, 60 Days Maximum)                         DAY           60.00      $2,500.00     $150,000.00
                                                           SUBTOTAL SECTION 7 - EXTRA WORK ITEMS (Bid Items 66 - 74):                     $483,000.00                            $0.00                         $0.00                          $0.00                          $0.00
Section No. 1 - Site Preparation and Earthwork
Section No. 2 - Paving
Section No. 3 - Storm Sewer
Section No. 4 - Traffic Control Plan
Section No. 5 - Signs and Pavement Markings
Section No. 6 - Traffic Signal
Section No. 7 - Storm Water Pollution Prevention Plan
Section No. 8 - Bridge and Structures
Section No. 9 - Extra Work Items
Section No. 10 - Miscellaneous Construction
Section No. 11 - Maintenance
Section No. 12 - Not Direct Pay Items


Section        SPEC        DESC                                       DESCRIPTION                           UNIT   UNIT PRICE    MIN        MAX         AVG        MEDIAN
  No.           NO         CODE
     1         DWG          0001       Place, Maintain and Remove Project Sign                              EA         $900.00   $553.00   $2,000.00    $863.36     $800.00
     1          102         0001       Clearing and Grubbing                                                STA      $1,500.00 $1,000.00   $4,000.00   $1,500.00
     1          102         0002       Clearing and Grubbing                                                AC       $7,000.00 $7,000.00 $13,000.00
     1          104         0001       Removing Old Concrete (Pavement)                                     SY           $4.00     $1.00      $5.00       $3.16       $3.13
     1          104         0002       Removing Old Concrete (Pavement W/Curb)                              SY           $4.00     $1.00      $5.00
     1          104         0003       Removing Old Concrete (Driveway)                                     SY           $5.00
     1          104         0004       Removing Old Concrete (Sidewalk)                                     SY           $5.00
     1          104         0005       Removing Old Concrete (Curb Ramp)                                    SY           $5.00
     1          104         0006       Removing Old Concrete (Slope Paving)                                 SY          $10.00
     1          104         0007       Removing Old Concrete (Stone Riprap)                                 SY          $10.00
     1          104         0008       Removing Old Concrete (Curb)                                         LF           $2.00
     1          104         0009       Removing Old Concrete (Monolithic Curb and Gutter)                   LF          $10.00
     1          104         0010       Removing Old Concrete (Structure)                                    LS
     1          110         0001       Roadway Excavation                                                   CY          $10.00     $4.00     $16.00       $8.00
     1          120         0001       Channel Excavation                                                   CY           $7.00
     1          130         0001       Borrow                                                               CY          $20.00    $12.00     $42.00      $20.00
     1          132         0001       Embankment - Not a Direct Pay Item                                   CY        NA                                                      (102)(103)(110)(120)(130)(200
    1,7         160         0001       Topsoil                                                              CY
    1,7         160         0002       Topsoil (3" Depth)                                                   SY
    1,7         160         0003       Topsoil (4" Depth)                                                   SY
     7          162         0001       Sodding (16" Wide Block Sod Behind Curb)                             LF

                                                                                            Page 26 of 87                                                             Last Update 12/12/08
Section   SPEC   DESC                                        DESCRIPTION                    UNIT   UNIT PRICE    MIN        MAX         AVG        MEDIAN
  No.      NO    CODE
   7      162    0002   Sodding                                                             SY           $4.00     $3.00      $6.00       $4.00
   7      164    0001   Seeding and Erosion Control Blanket                                 AC       $1,150.00
   7      164    0002   Seeding and Erosion Control Blanket                                 SY
   7      165    0001   Hydro-Mulch Seeding                                                 AC       $1,500.00 $1,200.00   $2,200.00   $1,500.00
   7      165    0002   Hydro-Mulch Seeding                                                 STA
   7      166    0001   Fertilizer - Not a Direct Pay Item                                  NA        NA
   1      200    0001   Stripping - Not a Direct Pay Item                                   NA        NA
   2      205    0001   Subgrade - Not a Direct Pay Item                                    NA        NA
   2      220    0001   Lime Stabilized Subgrade (6" Depth)                                 SY           $2.50     $1.50      $3.00       $2.50
   2      220    0002   Lime Stabilized Subgrade (8" Depth)                                 SY           $2.50     $1.50      $3.00       $2.50
   2      221    0001   Hydrated Lime (Ty A) (Dry)                                          TON        $120.00
   2      221    0002   Hydrated Lime (Ty A) (Slurry)                                       TON        $120.00
   2      221    0003   Commercial Lime Slurry (Ty B)                                       TON        $130.00   $130.00    $165.00     $140.00
   2      222    0001   Cement for Stabilized Subgrade                                      TON
   2      222    0002   Cement Stabilized Subgrade (6" Depth)                               SY
   2      222    0003   Cement Stabilized Subgrade (8" Depth)                               SY
   2      223    0001   Lime-Fly Ash Stabilized Subgrade (6" Depth)                         SY           $2.00     $1.35      $6.00
   2      223    0002   Lime-Fly Ash Stabilized Subgrade (8" Depth)                         SY
   2      223    0003   Fly-Ash Stabilized Subgrade (6" Depth)                              SY
   2      223    0004   Fly-Ash Stabilized Subgrade (8" Depth)                              SY
   2      223    0005   Fly Ash for Stabilized Subgrade                                     TON         $65.00    $65.00     $80.00      $70.00
   2      224    0001   Quicklime Stabilized Subgrade (6" Depth)                            SY
   2      224    0002   Quicklime Stabilized Subgrade (8" Depth)                            SY
   2      224    0003   Quicklime for Stabilized Subgrade                                   TON
   2      230    0001   Crushed Aggregate Base Course (6" Depth)                            SY
   2      230    0002   Crushed Aggregate Base Course (8" Depth)                            SY
   2      230    0003   Crushed Aggregate Base Course (10" Depth)                           SY
   2      230    0004   Crushed Aggregate Base Course (12" Depth)                           SY
   2      231    0001   Cement Stabilized Crushed Aggregate Base Course (6" Depth)          SY

                                                                            Page 27 of 87                                                             Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                              UNIT   UNIT PRICE    MIN      MAX      AVG      MEDIAN
  No.      NO    CODE
   2      231    0002   Cement Stabilized Crushed Aggregate Base Course (8" Depth)                SY
   2      231    0003   Cement Stabilized Crushed Aggregate Base Course (10" Depth)               SY
   2      231    0004   Cement Stabilized Crushed Aggregate Base Course (12" Depth)               SY
   2      250    0001   HMAC Base Course (Black Base)                                             TON         $90.00
   2      250    0002   HMAC Base Course - Furnished and Delivered FOB Job Site                   TON
   2      250    0003   HMAC Base Course - Furnished and Delivered FOB Plant                      TON
   2      250    0004   Prime Coat                                                                GAL
   2      250    0005   Tack Coat                                                                 GAL
  11      251    0001   Base Repair with Hot Mix Asphaltic Concrete Base Course                   TON
   2      252    0001   In-Place Full Depth Cold Flexible Pavement Recycling (All Depths)         SY                                                       (221)(222)(223)(224)(230)(250
   2      252    0002   In-Place Full Depth Cold Flexible Pavement Recycling (Liquid Additives)   GAL                                                      (221)(222)(223)(224)(230)(250
   2      252    0003   In-Place Full Depth Cold Flexible Pavement Recycling (Dry Additives)      TON                                                      (221)(222)(223)(224)(230)(250
   1      309    0001   Milling Existing Pavement (2" Depth)                                      SY
   1      309    0002   Milling Existing Pavement (2" to 4" Depth)                                SY
   1      309    0003   Milling Existing Pavement (4" to 6" Depth)                                SY
   1      309    0004   Milling Existing Pavement (6" to 8" Depth)                                SY
   1      309    0005   Milling Existing Pavement (8" to 10" Depth)                               SY
   1      309    0006   Milling Existing Pavement (All Depths)                                    SY
   2      310    0001   Prime Coat / Sealer                                                       GAL          $2.00    $1.00   $30.00   $10.00
   2      320    0001   Single Course Surface Treatment (Prime Coat)                              GAL
   2      320    0002   Single Course Surface Treatment (Aggregate)                               TON
   2      322    0001   Two Course Surface Treatment (Prime Coat)                                 GAL
   2      322    0002   Two Course Surface Treatment (Aggregate)                                  TON
   2      323    0001   Emulsified Asphalt Treatment (Earthwork Seal)                             GAL
   2      323    0002   Emulsified Asphalt Treatment (Surface Seal)                               GAL

   2      324    0001   Seal Coat                                                                 GAL          $2.00    $1.00   $30.00   $10.00
   2      324    0002   Seal Coat (Aggregate)                                                     TON
   2      340    0001   Hot Mix - Hot Laid Asphaltic Concrete                                     TON         $95.00
   2      340    0002   HMAC - Furnished and Delivered FOB Job Site                               TON

                                                                               Page 28 of 87                                                         Last Update 12/12/08
Section   SPEC   DESC                                     DESCRIPTION                            UNIT   UNIT PRICE    MIN      MAX       AVG       MEDIAN
  No.      NO    CODE
   2      340    0003   HMAC - Furnished and Delivered FOB Plant                                 TON
   2      341    0001   Hot In-Place Asphalt Recycling                                           SY
   2      360    0001   Concrete Pavement (6")                                                   SY
   2      360    0002   Concrete Pavement (7")                                                   SY
   2      360    0003   Concrete Pavement (8")                                                   SY
   2      360    0003   Concrete Pavement (9")                                                   SY
   2      360    0004   Concrete Pavement (10")                                                  SY          $45.00   $41.00    $60.00    $50.00
   2      360    0005   Concrete Pavement (10") (High Strength)                                  SY
   2      360    0006   Doweling into Existing Pavement (1" Dia)                                 EA
   2      360    0006   Doweling into Existing Pavement (1-1/4" Dia)                             EA
 2, 11    361    0001   Full Depth Repair of Concrete Pavement                                   SY
 2, 11    361    0002   Full Depth Repair of Concrete Pavement (Dowelling)                       EA
 2, 11    361    0003   Full Depth Repair of Concrete Pavement (Curb)                            LF
 2,3,8    400    0001   Structural Excavation and Backfill - Not a Direct Pay Item               NA        NA
  3,8     402    0001   Back Sand Backfill - Not a Direct Pay Item                               NA        NA
   8      403    0001   Driving Timber Piling - Not a Direct Pay Item                            NA        NA
   8      404    0001   Driving Steel Piling - Not a Direct Pay Item                             NA        NA
   8      405    0001   Driving Concrete Piling - Not a Direct Pay Item                          NA        NA
   8      407    0001   Treated Timber Piling                                                    LF
   8      407    0002   Untreated Timber Piling                                                  LF
  3,8     408    0001   Steel Sheet Piling                                                       LF
  3,8     409    0001   Steel H Piling                                                           LF
   8      410    0001   Prestressed Concrete Piling (14" Square)                                 LF
   8      410    0002   Prestressed Concrete Piling (16" Square)                                 LF          $80.00   $80.00   $230.00   $110.00
   8      410    0003   Prestressed Concrete Piling (18" Square)                                 LF
   8      410    0004   Prestressed Concrete Piling (20" Square)                                 LF
   8      410    0005   Prestressed Concrete Piling (24" Square)                                 LF
   8      411    0001   Drilled Shaft Foundations (12" Dia)                                      VF
   8      411    0002   Drilled Shaft Foundations (18" Dia)                                      VF

                                                                                 Page 29 of 87                                                        Last Update 12/12/08
Section   SPEC   DESC                                      DESCRIPTION                          UNIT   UNIT PRICE    MIN        MAX        AVG       MEDIAN
  No.      NO    CODE
   8      411    0003   Drilled Shaft Foundations (24" Dia)                                     VF
   8      411    0004   Drilled Shaft Foundations (36" Dia)                                     VF
   8      411    0005   Drilled Shaft Foundations (48" Dia)                                     VF
   8      411    0006   Drilled Shaft Foundations (54" Dia)                                     VF
   8      411    0007   Drilled Shaft Foundations (60" Dia)                                     VF
   8      411    0007   Drilled Shaft Foundations (72" Dia)                                     VF
   8      411    0008   Drilled Shaft Foundations (84" Dia)                                     VF
   8      420    0001   Concrete Structures - Not a Direct Pay Item                             NA        NA
   8      421    0001   Structural Concrete (Columns)                                           CY
   8      421    0002   Structural Concrete (Caps)                                              CY
 3, 8     421    0003   Structural Concrete (Wingwall)                                          CY
 3, 8     421    0004   Structural Concrete (Headwall)                                          CY
   8      421    0005   Structural Concrete (Abutment Bents)                                    CY         $400.00   $400.00   $1,000.00   $700.00
   8      421    0006   Structural Concrete (Interior Bents)                                    CY         $600.00   $600.00   $1,200.00   $900.00
   8      421    0007   Structural Concrete (4-1/2" Concrete Bridge Deck)                       SY          $75.00    $75.00    $180.00    $125.00
   8      421    0008   Structural Concrete (Sidewalks on Bridges)                              SY          $60.00    $40.00    $110.00     $65.00
   8      421    0009   Structural Concrete (10" Thick Reinforces Concrete Approach Slabs)      SY          $75.00    $75.00    $180.00    $140.00
   8      421    0010   Structural concrete (Parapet Walls)                                     CY
   8      421    0011   Structural Concrete (Concrete Retaining Wall w/ reinforcing)            CY
   8      421    0012   Structural concrete (Spread Footings)                                   CY
   8      421    0013   Structural concrete (Concrete Bridge Medians)                           CY
   8      421    0014   Armor Joints & Reinforcing Steel                                        SY
   3      421    0015   Structural Concrete (Outlet Structure for Detention Pond)               CY
   3      421    0016   Structural Concrete (Storm Sewer Junction Box)                          CY
   8      423    0001   Prestressed Concrete Beam (Type A)                                      LF
   8      423    0002   Prestressed Concrete Beam (Type B)                                      LF
   8      423    0003   Prestressed Concrete Beam (Type C)                                      LF
   8      423    0004   Prestressed Concrete Beam (Type IV)                                     LF
   8      423    0005   Prestressed Concrete Beam (Type VI)                                     LF

                                                                                Page 30 of 87                                                           Last Update 12/12/08
Section   SPEC   DESC                                      DESCRIPTION                    UNIT   UNIT PRICE    MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   8      423    0006   Prestressed Concrete Box Beam (4B20)                              LF
   8      423    0007   Prestressed Concrete Box Beam (5B20)                              LF
   8      423    0008   Prestressed Concrete Box Beam (4B28)                              LF
   8      423    0009   Prestressed Concrete Box Beam (5B28)                              LF
   8      423    0010   Prestressed Concrete Box Beam (4B34)                              LF
   8      423    0011   Prestressed Concrete Box Beam (5B34)                              LF
   8      423    0012   Prestressed Concrete Box Beam (4B40)                              LF
   8      423    0013   Prestressed Concrete Box Beam (5B40)                              LF
   8      423    0014   Prestressed Concrete Slab Beam (4SB12)                            LF
   8      423    0015   Prestressed Concrete Slab Beam (5SB12)                            LF
   8      423    0015   Prestressed Concrete Slab Beam (4SB15)                            LF
   8      423    0016   Prestressed Concrete Slab Beam (5SB15)                            LF
   8      423    0017   Prestressed Concrete Girder                                       LF
   8      424    0001   Extending Concrete Structure (Columns)                            CY
   8      424    0002   Extending Concrete Structure (Caps)                               CY
   8      424    0003   Extending Concrete Structure (Wingwalls)                          CY
   8      424    0004   Extending Concrete Structure (Headwalls)                          CY
   8      424    0005   Extending Concrete Structure (Abutments)                          CY
   8      424    0006   Extending Concrete Structure (Bents)                              CY
   8      424    0007   Extending Concrete Structure (Bridge Medians)                     CY
   8      424    0008   Extending Concrete Structure (Parapet Walls)                      CY
   8      424    0009   Extending Concrete Structure (Spread Footings)                    CY
   8      424    0010   Extending Concrete Structure (Junction Boxes)                     CY
   8      424    0011   Extending Concrete Structure (Approach Slab)                      SY
   3      424    0012   Extending Concrete Structure (Outlet Structure)                   SY
   8      424    0013   Extending Concrete Structure (Armor Joint)                        LF
   3      429    0001   Trench Safety System (5' to 10')                                  LF           $1.00
   3      429    0002   Trench Safety System (10' to 15')                                 LF
   3      429    0003   Trench Safety System (15' to 20')                                 LF

                                                                          Page 31 of 87                                             Last Update 12/12/08
Section   SPEC   DESC                                 DESCRIPTION                         UNIT   UNIT PRICE    MIN       MAX       AVG       MEDIAN
  No.      NO    CODE
   3      429    0004   Trench Safety System (Greater Than 20')                           LF
   3      430    0001   12" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0002   15" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0003   18" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0004   21" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0005   24" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF          $60.00    $60.00    $98.00    $75.00
   3      430    0006   27" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0007   30" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF          $80.00    $80.00   $130.00    $95.00
   3      430    0008   33" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0009   36" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF         $100.00   $100.00   $180.00   $125.00
   3      430    0010   42" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF         $150.00   $150.00   $220.00   $155.00
   3      430    0011   48" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0012   54" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0013   60" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0014   66" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0015   72" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF         $300.00   $258.00   $447.00   $332.92
   3      430    0016   78" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0017   84" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0018   90" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF         $450.00   $391.00   $560.00   $464.88
   3      430    0019   96" RCP (ASTM C76, Class III) (Rubber Gasketed)                   LF
   3      430    0020   12" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF
   3      430    0021   15" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF
   3      430    0022   18" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF
   3      430    0023   21" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF
   3      430    0024   24" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF
   3      430    0025   30" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF
   3      430    0026   36" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF
   3      430    0027   42" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF
   3      430    0028   48" RCP (ASTM C76, Class III) (Tongue & Groove)                   LF

                                                                          Page 32 of 87                                                         Last Update 12/12/08
Section   SPEC   DESC                                   DESCRIPTION                             UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   3      430    0029   54" RCP (ASTM C76, Class III) (Tongue & Groove)                         LF
   3      430    0030   60" RCP (ASTM C76, Class III) (Tongue & Groove)                         LF
   3      430    0031   66" RCP (ASTM C76, Class III) (Tongue & Groove)                         LF
   3      430    0032   72" RCP (ASTM C76, Class III) (Tongue & Groove)                         LF
   3      430    0033   78" RCP (ASTM C76, Class III) (Tongue & Groove)                         LF
   3      430    0034   84" RCP (ASTM C76, Class III) (Tongue & Groove)                         LF
   3      430    0035   90" RCP (ASTM C76, Class III) (Tongue & Groove)                         LF
   3      430    0036   96" RCP (ASTM C76, Class III) (Tongue & Groove)                         LF
   3      430    0037   18" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0038   21" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0039   24" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0040   36" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0041   42" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0042   48" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0043   54" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0044   60" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0045   72" Arch RCP (ASTM C506, Class III) (Rubber Gasketed)                   LF
   3      430    0046   18" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0047   24" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0048   27" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0049   30" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0050   33" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0051   36" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0052   39" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0053   42" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0054   48" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      430    0055   54" Elliptical RCP (ASTM C507, Class III) (Rubber Gasketed)             LF
   3      431    0001   Jacking and Boring or Tunneling Pipe (18") (RCP) (CL III)               LF
   3      431    0002   Jacking and Boring or Tunneling Pipe (24") (RCP) (CL III)               LF

                                                                                Page 33 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                              UNIT   UNIT PRICE    MIN      MAX       AVG       MEDIAN
  No.      NO    CODE
   3      431    0003   Jacking and Boring or Tunneling Pipe (30") (RCP) (CL III)                 LF
   3      431    0004   Jacking and Boring or Tunneling Pipe (36") (RCP) (CL III)                 LF
   3      431    0005   Jacking and Boring or Tunneling Pipe (42") (RCP) (CL III)                 LF
   3      431    0006   Jacking and Boring or Tunneling Pipe (48") (RCP) (CL III)                 LF
   3      431    0007   Jacking and Boring or Tunneling Pipe (54") (RCP) (CL III)                 LF
   3      431    0008   Jacking and Boring or Tunneling Pipe (60") (RCP) (CL III)                 LF
   3      431    0009   Jacking and Boring or Tunneling Pipe (66") (RCP) (CL III)                 LF
   3      431    0010   Jacking and Boring or Tunneling Pipe (72") (RCP) (CL III)                 LF
   3      432    0001   Tunnel Construction                                                       LF
   3      433    0001   Cement Stabilized Sand (6" thick)                                         SY
   3      433    0002   Cement Stabilized Sand (8" thick)                                         SY
   3      433    0003   Cement Stabilized Sand (12" thick)                                        SY
   3      433    0004   Cement Stabilized Sand (FOB Plant)                                        TON
   3      433    0005   Cement Stabilized Sand (FOB Jobsite)                                      TON
   3      434    0001   Flowable Fill                                                             CY
   3      435    0001   Timber Ordered Left in Trench - Not a Direct Pay Item                     NA        NA
3,9,10    436    0001   Well Pointing                                                             LF
   8      437    0001   Elastomeric Materials (Bearing Pad 1-3/4"x9"x22")                         EA
   8      438    0001   Preformed Joint Seal (4") (SEJ-A)                                         LF          $90.00   $40.00   $335.00   $120.00
  12      439    0001   Polyurethane Joint Seal - Not a Direct Pay Item                           NA        NA
  12      440    0001   Reinforcing Steel - Not a Direct Pay Item                                 NA        NA
  12      441    0001   Steel Structures - Not a Direct Pay Item                                  NA        NA
  12      442    0001   Metals for Structures - Not a Direct Pay Item                             LB        NA
  12      445    0001   Structural Bolting - Not a Direct Pay Item                                NA        NA
  12      446    0001   Structural Welding- Not a Direct Pay Item                                 NA        NA
  12      447    0001   Painting and Protective Coating - Not a Direct Pay Item                   NA        NA
   8      448    0001   Bridge Plaque                                                             EA
   8      450    0001   Concrete and Steel Railing (Type)                                         LF
  11      451    0001   Remove & Replace Damaged Railings (Galvanized Steel Bridge Railings)      LF

                                                                                  Page 34 of 87                                                        Last Update 12/12/08
Section   SPEC   DESC                                     DESCRIPTION                                 UNIT     UNIT PRICE    MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
  11      451    0002   Remove and Replace Damaged Railings (Type T-502)                               LF
  11      451    0003                                                                                 LF
                        Remove and Replace Damaged Railings (Combined Pedestrian/Traffic Galvanized Steel Bridge Railings)
 8,11     452    0001   Remove Railing (Type)                                                          LF
 4,12     453    0001   Temporary Railing                                                              LF
   8      455    0001   Timber For Structures (Treated)                                              MBFM
   8      455    0002   Timber For Structures (Untreated)                                            MBFM
  12      456    0001   Timber Structures - Not a Direct Pay Item                                      NA          NA
  12      457    0001   Timber Preservative and Treatment - Not a Direct Pay Item                      NA          NA
  12      458    0001   Hardware for Heavy Timber Construction - Not a Direct Pay Item                 NA          NA
   3      459    0001   Timber Bents                                                                   EA
  12      460    0001   Reinforced Concrete Pipe - Not a Direct Pay Item                               NA          NA
   3      461    0001   Corrugated Metal Pipe (18")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0002   Corrugated Metal Pipe (24")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0003   Corrugated Metal Pipe (30")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0004   Corrugated Metal Pipe (36")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0005   Corrugated Metal Pipe (42")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0006   Corrugated Metal Pipe (48")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0007   Corrugated Metal Pipe (54")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0008   Corrugated Metal Pipe (60")(Pre-coated)(Galvanized(8 Gauge)                    LF
   3      461    0009   Corrugated Metal Pipe (66")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0010   Corrugated Metal Pipe (72")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0011   Corrugated Metal Pipe (78")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0012   Corrugated Metal Pipe (84")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0013   Corrugated Metal Pipe (90")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0014   Corrugated Metal Pipe (96")(Pre-coated)(Galvanized)(8 Gauge)                   LF
   3      461    0015   Corrugated Metal Pipe (102")(Pre-coated)(Galvanized)(8 Gauge)                  LF
   3      461    0016   Corrugated Metal Pipe (108")(Pre-coated)(Galvanized)(8 Gauge)                  LF
   3      461    0017   Corrugated Metal Pipe (114")(Pre-coated)(Galvanized)(8 Gauge)                  LF
   3      461    0018   Corrugated Metal Pipe (120")(Pre-coated)(Galvanized)(8 Gauge)                  LF

                                                                              Page 35 of 87                                                       Last Update 12/12/08
Section   SPEC   DESC                                 DESCRIPTION                            UNIT   UNIT PRICE    MIN       MAX       AVG       MEDIAN
  No.      NO    CODE
   3      461    0019   Corrugated Metal Pipe (18")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0020   Corrugated Metal Pipe (24")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0021   Corrugated Metal Pipe (30")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0022   Corrugated Metal Pipe (36")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0023   Corrugated Metal Pipe (42")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0024   Corrugated Metal Pipe (48")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0025   Corrugated Metal Pipe (54")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0026   Corrugated Metal Pipe (60")(Pre-coated)(Galvanized(10 Gauge)         LF
   3      461    0027   Corrugated Metal Pipe (66")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0028   Corrugated Metal Pipe (72")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0029   Corrugated Metal Pipe (78")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0030   Corrugated Metal Pipe (84")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0031   Corrugated Metal Pipe (90")(Pre-coated)(Galvanized)(10 Gauge)        LF         $230.00   $231.00   $350.00   $303.03
   3      461    0032   Corrugated Metal Pipe (96")(Pre-coated)(Galvanized)(10 Gauge)        LF
   3      461    0033   Corrugated Metal Pipe (102")(Pre-coated)(Galvanized)(10 Gauge)       LF
   3      461    0034   Corrugated Metal Pipe (108")(Pre-coated)(Galvanized)(10 Gauge)       LF
   3      461    0035   Corrugated Metal Pipe (114")(Pre-coated)(Galvanized)(10 Gauge)       LF
   3      461    0036   Corrugated Metal Pipe (120")(Pre-coated)(Galvanized)(10 Gauge)       LF
   3      461    0037   Corrugated Metal Pipe (18")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0038   Corrugated Metal Pipe (24")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0039   Corrugated Metal Pipe (30")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0040   Corrugated Metal Pipe (36")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0041   Corrugated Metal Pipe (42")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0042   Corrugated Metal Pipe (48")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0043   Corrugated Metal Pipe (54")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0044   Corrugated Metal Pipe (60")(Pre-coated)(Galvanized(12 Gauge)         LF
   3      461    0045   Corrugated Metal Pipe (66")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0046   Corrugated Metal Pipe (72")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0047   Corrugated Metal Pipe (78")(Pre-coated)(Galvanized)(12 Gauge)        LF

                                                                             Page 36 of 87                                                         Last Update 12/12/08
Section   SPEC   DESC                                 DESCRIPTION                            UNIT   UNIT PRICE    MIN       MAX       AVG       MEDIAN
  No.      NO    CODE
   3      461    0048   Corrugated Metal Pipe (84")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0049   Corrugated Metal Pipe (90")(Pre-coated)(Galvanized)(12 Gauge)        LF
   3      461    0050   Corrugated Metal Pipe (96")(Pre-coated)(Galvanized)(12 Gauge)        LF         $320.00   $320.00   $445.74   $374.64
   3      461    0051   Corrugated Metal Pipe (102")(Pre-coated)(Galvanized)(12 Gauge)       LF
   3      461    0052   Corrugated Metal Pipe (108")(Pre-coated)(Galvanized)(12 Gauge)       LF
   3      461    0053   Corrugated Metal Pipe (114")(Pre-coated)(Galvanized)(12 Gauge)       LF
   3      461    0054   Corrugated Metal Pipe (120")(Pre-coated)(Galvanized)(12 Gauge)       LF
   3      461    0055   Corrugated Metal Pipe (18")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0056   Corrugated Metal Pipe (24")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0057   Corrugated Metal Pipe (30")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0058   Corrugated Metal Pipe (36")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0059   Corrugated Metal Pipe (42")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0060   Corrugated Metal Pipe (48")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0061   Corrugated Metal Pipe (54")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0062   Corrugated Metal Pipe (60")(Pre-coated)(Galvanized(14 Gauge)         LF
   3      461    0063   Corrugated Metal Pipe (66")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0064   Corrugated Metal Pipe (72")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0065   Corrugated Metal Pipe (78")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0066   Corrugated Metal Pipe (84")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0067   Corrugated Metal Pipe (90")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0068   Corrugated Metal Pipe (96")(Pre-coated)(Galvanized)(14 Gauge)        LF
   3      461    0069   Corrugated Metal Pipe (102")(Pre-coated)(Galvanized)(14 Gauge)       LF
   3      461    0070   Corrugated Metal Pipe (108")(Pre-coated)(Galvanized)(14 Gauge)       LF
   3      461    0071   Corrugated Metal Pipe (114")(Pre-coated)(Galvanized)(14 Gauge)       LF
   3      461    0072   Corrugated Metal Pipe (120")(Pre-coated)(Galvanized)(14 Gauge)       LF
   3      461    0073   Corrugated Metal Pipe (18")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0074   Corrugated Metal Pipe (24")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0075   Corrugated Metal Pipe (30")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0076   Corrugated Metal Pipe (36")(Pre-coated)(Galvanized)(16 Gauge)        LF

                                                                             Page 37 of 87                                                         Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                         UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   3      461    0077   Corrugated Metal Pipe (42")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0078   Corrugated Metal Pipe (48")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0079   Corrugated Metal Pipe (54")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0080   Corrugated Metal Pipe (60")(Pre-coated)(Galvanized(16 Gauge)         LF
   3      461    0081   Corrugated Metal Pipe (66")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0082   Corrugated Metal Pipe (72")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0083   Corrugated Metal Pipe (78")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0084   Corrugated Metal Pipe (84")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0085   Corrugated Metal Pipe (90")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0086   Corrugated Metal Pipe (96")(Pre-coated)(Galvanized)(16 Gauge)        LF
   3      461    0087   Corrugated Metal Pipe (102")(Pre-coated)(Galvanized)(16 Gauge)       LF
   3      461    0088   Corrugated Metal Pipe (108")(Pre-coated)(Galvanized)(16 Gauge)       LF
   3      461    0089   Corrugated Metal Pipe (114")(Pre-coated)(Galvanized)(16 Gauge)       LF
   3      461    0090   Corrugated Metal Pipe (120")(Pre-coated)(Galvanized)(16 Gauge)       LF
   3      462    0001   Clay Pipe - Not Direction Pay Item                                   NA        NA
   3      463    0001   SET (Type II) (24") (RCP) (3:1) (C)                                  EA
   3      463    0002   SET (Type II) (30") (RCP) (3:1) (C)                                  EA
   3      463    0003   SET (Type II) (36") (RCP) (3:1) (C)                                  EA
   3      463    0004   SET (Type II) (42") (RCP) (3:1) (C)                                  EA
   3      463    0005   SET (Type II) (48") (RCP) (3:1) (C)                                  EA
   3      463    0006   SET (Type II) (54") (RCP) (3:1) (C)                                  EA
   3      463    0007   SET (Type II) (60") (RCP) (3:1) (C)                                  EA
   3      463    0008   SET (Type II) (24") (RCP) (4:1) (C)                                  EA
   3      463    0009   SET (Type II) (30") (RCP) (4:1) (C)                                  EA
   3      463    0010   SET (Type II) (36") (RCP) (4:1) (C)                                  EA
   3      463    0011   SET (Type II) (42") (RCP) (4:1) (C)                                  EA
   3      463    0012   SET (Type II) (48") (RCP) (4:1) (C)                                  EA
   3      463    0013   SET (Type II) (54") (RCP) (4:1) (C)                                  EA
   3      463    0014   SET (Type II) (60") (RCP) (4:1) (C)                                  EA

                                                                             Page 38 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                   UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   3      463    0015   SET (Type II) (24") (RCP) (6:1) (C)                            EA
   3      463    0016   SET (Type II) (30") (RCP) (6:1) (C)                            EA
   3      463    0017   SET (Type II) (36") (RCP) (6:1) (C)                            EA
   3      463    0018   SET (Type II) (42") (RCP) (6:1) (C)                            EA
   3      463    0019   SET (Type II) (48") (RCP) (6:1) (C)                            EA
   3      463    0020   SET (Type II) (54") (RCP) (6:1) (C)                            EA
   3      463    0021   SET (Type II) (60") (RCP) (6:1) (C)                            EA
   3      463    0022   SET (Type II) (24") (CMP) (3:1) (C)                            EA
   3      463    0023   SET (Type II) (30") (CMP) (3:1) (C)                            EA
   3      463    0024   SET (Type II) (36") (CMP) (3:1) (C)                            EA
   3      463    0025   SET (Type II) (42") (CMP) (3:1) (C)                            EA
   3      463    0026   SET (Type II) (48") (CMP) (3:1) (C)                            EA
   3      463    0027   SET (Type II) (54") (CMP) (3:1) (C)                            EA
   3      463    0028   SET (Type II) (60") (CMP) (3:1) (C)                            EA
   3      463    0029   SET (Type II) (24") (CMP) (4:1) (C)                            EA
   3      463    0030   SET (Type II) (30") (CMP) (4:1) (C)                            EA
   3      463    0031   SET (Type II) (36") (CMP) (4:1) (C)                            EA
   3      463    0032   SET (Type II) (42") (CMP) (4:1) (C)                            EA
   3      463    0033   SET (Type II) (48") (CMP) (4:1) (C)                            EA
   3      463    0034   SET (Type II) (54") (CMP) (4:1) (C)                            EA
   3      463    0035   SET (Type II) (60") (CMP) (4:1) (C)                            EA
   3      463    0036   SET (Type II) (24") (CMP) (6:1) (C)                            EA
   3      463    0037   SET (Type II) (30") (CMP) (6:1) (C)                            EA
   3      463    0038   SET (Type II) (36") (CMP) (6:1) (C)                            EA
   3      463    0039   SET (Type II) (42") (CMP) (6:1) (C)                            EA
   3      463    0040   SET (Type II) (48") (CMP) (6:1) (C)                            EA
   3      463    0041   SET (Type II) (54") (CMP) (6:1) (C)                            EA
   3      463    0042   SET (Type II) (60") (CMP) (6:1) (C)                            EA
   3      463    0043   SET (Type II) (24") (RCP) (6:1) (P)                            EA

                                                                       Page 39 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                   UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   3      463    0044   SET (Type II) (30") (RCP) (6:1) (P)                            EA
   3      463    0045   SET (Type II) (36") (RCP) (6:1) (P)                            EA
   3      463    0046   SET (Type II) (42") (RCP) (6:1) (P)                            EA
   3      463    0047   SET (Type II) (48") (RCP) (6:1) (P)                            EA
   3      463    0048   SET (Type II) (54") (RCP) (6:1) (P)                            EA
   3      463    0049   SET (Type II) (60") (RCP) (6:1) (P)                            EA
   3      463    0050   SET (Type II) (24") (CMP) (6:1) (P)                            EA
   3      463    0051   SET (Type II) (30") (CMP) (6:1) (P)                            EA
   3      463    0052   SET (Type II) (36") (CMP) (6:1) (P)                            EA
   3      463    0053   SET (Type II) (42") (CMP) (6:1) (P)                            EA
   3      463    0054   SET (Type II) (48") (CMP) (6:1) (P)                            EA
   3      463    0055   SET (Type II) (54") (CMP) (6:1) (P)                            EA
   3      463    0056   SET (Type II) (60") (CMP) (6:1) (P)                            EA
   3      463    0057   SET (Type I) (S=3 FT) (HW=3 FT) (3:1) (C)                      EA
   3      463    0058   SET (Type I) (S=3 FT) (HW=4 FT) (3:1) (C)                      EA
   3      463    0059   SET (Type I) (S=3 FT) (HW=5 FT) (3:1) (C)                      EA
   3      463    0060   SET (Type I) (S=3 FT) (HW=6 FT) (3:1) (C)                      EA
   3      463    0060   SET (Type I) (S=3 FT) (HW=7 FT) (3:1) (C)                      EA
   3      463    0061   SET (Type I) (S=3 FT) (HW=8 FT) (3:1) (C)                      EA
   3      463    0062   SET (Type I) (S=3 FT) (HW=9 FT) (3:1) (C)                      EA
   3      463    0062   SET (Type I) (S=4 FT) (HW=3 FT) (3:1) (C)                      EA
   3      463    0063   SET (Type I) (S=4 FT) (HW=4 FT) (3:1) (C)                      EA
   3      463    0064   SET (Type I) (S=4 FT) (HW=5 FT) (3:1) (C)                      EA
   3      463    0065   SET (Type I) (S=4 FT) (HW=6 FT) (3:1) (C)                      EA
   3      463    0066   SET (Type I) (S=4 FT) (HW=7 FT) (3:1) (C)                      EA
   3      463    0067   SET (Type I) (S=4 FT) (HW=8 FT) (3:1) (C)                      EA
   3      463    0068   SET (Type I) (S=4 FT) (HW=9 FT) (3:1) (C)                      EA
   3      463    0069   SET (Type I) (S=5 FT) (HW=10 FT) (3:1) (C)                     EA
   3      463    0070   SET (Type I) (S=5 FT) (HW=4 FT) (3:1) (C)                      EA

                                                                       Page 40 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                  DESCRIPTION                                 UNIT   UNIT PRICE    MIN        MAX         AVG        MEDIAN
  No.      NO    CODE
   3      463    0071   SET (Type I) (S=5 FT) (HW=5 FT) (3:1) (C)                                  EA
   3      463    0072   SET (Type I) (S=5 FT) (HW=6 FT) (3:1) (C)                                  EA
   3      463    0073   SET (Type I) (S=5 FT) (HW=7 FT) (3:1) (C)                                  EA
   3      463    0074   SET (Type I) (S=5 FT) (HW=8 FT) (3:1) (C)                                  EA
   3      463    0075   SET (Type I) (S=5 FT) (HW=9 FT) (3:1) (C)                                  EA
   3      463    0076   SET (Type I) (S=5 FT) (HW=10 FT) (3:1) (C)                                 EA
   3      463    0077   SET (Type I) (S=5 FT) (HW=11 FT) (3:1) (C)                                 EA
   3      464    0001   PVC Pipe (2")                                                              LF
   3      464    0002   PVC Pipe (3")                                                              LF
   3      464    0003   PVC Pipe (4")                                                              LF
   3      464    0004   PVC Pipe (5")                                                              LF
   3      464    0005   PVC Pipe (6")                                                              LF
   3      464    0006   PVC Pipe (8")                                                              LF
   3      464    0007   PVC Pipe (10")                                                             LF
   3      464    0008   PVC Pipe (12")                                                             LF
   3      464    0009   PVC Pipe (14")                                                             LF
   3      464    0010   PVC Pipe (16")                                                             LF
   3      464    0011   PVC Pipe (18")                                                             LF
   3      464    0012   PVC Pipe (20")                                                             LF
   3      464    0013   PVC Pipe (24")                                                             LF
   3      464    0014   PVC Pipe (30")                                                             LF
   3      464    0015   PVC Pipe (36")                                                             LF
   3      464    0016   PVC Pipe (42")                                                             LF
   3      464    0017   PVC Pipe (48")                                                             LF
  1,3     465    0001   Remove and Dispose of Existing Concrete or Metal Pipe (All Sizes)          LF          $10.00
  1,3     465    0002   Remove and Dispose of Existing Concrete or Metal Pipe (18"-36")            LF          $20.00    $20.00                 $40.00
  1,3     465    0003   Remove and Dispose of Existing Concrete or Metal Pipe (42"-72")            LF          $55.00
  1,3     465    0004   Remove and Dispose of Existing Concrete or Metal Pipes (78" and greater)   LF          $60.00
   3      471    0001   Precast Concrete Manholes (Depth Less Than 4-Ft)                           EA       $2,000.00 $1,750.00   $3,200.00   $2,100.00

                                                                              Page 41 of 87                                                                  Last Update 12/12/08
Section   SPEC   DESC                                   DESCRIPTION                              UNIT   UNIT PRICE    MIN        MAX         AVG        MEDIAN
  No.      NO    CODE
   3      471    0002   Precast Concrete Manholes (Depth Less Than 8-Ft)                         EA       $2,500.00 $2,400.00   $4,500.00   $3,000.00
   3      471    0003   Precast Concrete Manholes (Depth Greater Than 8-Ft)                      EA
   3      472    0001   Inlets (Type A) (Standard)                                               EA
   3      472    0002   Inlets (Type A) (Standard) (With Concrete Apron)                         EA
   3      472    0003   Inlets (Type A) (Modified)                                               EA
   3      472    0004   Inlets (Type A) (Modified) (With Concrete Apron)                         EA
   3      472    0005   Inlets (Type A) (Depth Up To 5 Feet)                                     EA
   3      472    0006   Inlets (Type A) (Depth Up To 5 Feet) ( With Concrete Apron)              EA
   3      472    0007   Inlets (Type A) (Depth Greater Than 5 Feet)                              EA
   3      472    0008   Inlets (Type A) (Depth Greater Than 5 Feet) ( With Concrete Apron)       EA
   3      472    0009   Inlets (Type B) (Standard)                                               EA
   3      472    0010   Inlets (Type B) (Depth Up To 5 Feet)                                     EA
   3      472    0011   Inlets (Type B) (Depth Greater Than 5 Feet)                              EA
   3      472    0012   Inlets (Type B-B) (Standard)                                             EA
   3      472    0013   Inlets (Type B-B) (Depth Up To 5 Feet)                                   EA
   3      472    0014   Inlets (Type B-B) (Depth Greater Than 5 Feet)                            EA       $1,500.00
   3      472    0015   Inlets (Modified Type B-B) (Standard)                                    EA
   3      472    0016   Inlets (Modified Type B-B) (Depth Up To 5 Feet)                          EA
   3      472    0017   Inlets (Modified Type B-B) (Depth Greater Than 5 Feet)                   EA
   3      472    0018   Inlets (Type C) (Standard)                                               EA
   3      472    0019   Inlets (Type C) (Depth Up To 5 Feet)                                     EA
   3      472    0020   Inlets (Type C) (Depth Greater Than 5 Feet)                              EA
   3      472    0021   Inlets (Type C-1) (Standard)                                             EA
   3      472    0022   Inlets (Type C-1) (Depth Up To 5 Feet)                                   EA
   3      472    0023   Inlets (Type C-1) (Depth Greater Than 5 Feet)                            EA
   3      472    0024   Inlets (Type C-2) (Standard)                                             EA
   3      472    0025   Inlets (Type C-2) (Depth Up To 5 Feet)                                   EA
   3      472    0026   Inlets (Type C-2) (Depth Greater Than 5 Feet)                            EA
   3      472    0027   Inlets (Type C-2A) (Standard)                                            EA

                                                                                 Page 42 of 87                                                             Last Update 12/12/08
Section   SPEC   DESC                                   DESCRIPTION                             UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   3      472    0028   Inlets (Type C-2A) (Depth Up To 5 Feet)                                 EA
   3      472    0029   Inlets (Type C-2A) (Depth Greater Than 5 Feet)                          EA
   3      472    0030   Inlets (Type E) (Standard)                                              EA
   3      472    0031   Inlets (Type E) ( Depth Greater Than 5 Feet)                            EA
   3      472    0032   Inlets (Type F) (Standard)                                              EA
   3      472    0033   Inlets (Type F) (Depth Greater Than 5 Feet)                             EA
   3      472    0034   Inlets (Type H)                                                         EA
   3      473    0001   Adjusting Manholes                                                      EA
   3      473    0002   Adjusting Inlets                                                        EA
  12      476    0001   Hydrostatic Testing of Pressure Lines - Not a Direct Pay Item           NA        NA
  12      477    0001   Low Pressure Air Test-Sanitary Sewer Lines - Not a Direct Pay Item      NA        NA
   3      480    0001   Precast RCB (2' x 2') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0002   Precast RCB (3' x 2') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0003   Precast RCB (3' x 3') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0004   Precast RCB (4' x 2') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0005   Precast RCB (4' x 3') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0006   Precast RCB (4' x 4') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0007   Precast RCB (5' x 2') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0008   Precast RCB (5' x 3') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0009   Precast RCB (5' x 4') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0010   Precast RCB (5' x 5') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0011   Precast RCB (6' x 3') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0012   Precast RCB (6' x 4') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0013   Precast RCB (6' x 5') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0014   Precast RCB (6' x 6') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0015   Precast RCB (7' x 3') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0016   Precast RCB (7' x 4') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0017   Precast RCB (7' x 5') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435
   3      480    0018   Precast RCB (7' x 6') (ASTM C1433)                                      LF                                             (408)(420)(421)(429)(433)(435

                                                                                Page 43 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                   DESCRIPTION                            UNIT   UNIT PRICE    MIN      MAX       AVG      MEDIAN
  No.      NO    CODE
   3      480    0019   Precast RCB (7' x 7') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0020   Precast RCB (8' x 4') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0021   Precast RCB (8' x 5') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0022   Precast RCB (8' x 6') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0023   Precast RCB (8' x 7') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0024   Precast RCB (8' x 8') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0025   Precast RCB (9' x 5') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0026   Precast RCB (9' x 6') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0027   Precast RCB (9' x 7') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0028   Precast RCB (9' x 8') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0029   Precast RCB (9' x 9') (ASTM C1433)                                     LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0030   Precast RCB (10' x 5') (ASTM C1433)                                    LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0031   Precast RCB (10' x 6') (ASTM C1433)                                    LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0032   Precast RCB (10' x 7') (ASTM C1433)                                    LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0033   Precast RCB (10' x 8') (ASTM C1433)                                    LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0034   Precast RCB (10' x 9') (ASTM C1433)                                    LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0035   Precast RCB (10' x 10') (ASTM C1433)                                   LF                                                        (408)(420)(421)(429)(433)(435
   3      480    0036   Seal Slab for RCB                                                      SY                   $15.00                               (408)(420)(421)(429)(433)(435
   3      481    0001   Monolithic (Cast in Place) Reinforced Concrete Box Sewers (X' x X')    LF
   3      481    0002   Seal Slab for Monolithic Reinforced Concrete Box Sewers                SY                   $15.00
 2, 3     491    0001   Reinforced Concrete Slope Paving (4")                                  SY
 2, 3     491    0002   Reinforced Concrete Slope Paving (4-1/2")                              SY
 2, 3     491    0003   Reinforced concrete Slope Paving (5")                                  SY
 2, 3     491    0004   Reinforced Concrete Slope Paving (6")                                  SY          $60.00   $50.00   $100.00   $70.00
 2, 3     493    0001   Riprap - Gradation No. 1 (Min 18")                                     SY          $35.00   $35.00    $75.00   $50.00
 2, 3     493    0002   Riprap - Gradation No. 2 (Min 24")                                     SY
 2, 3     494    0001   Geotextile Fabric (Class 1)                                            SY
 2, 3     494    0002   Geotextile Fabric (Class 2)                                            SY
 2, 3     494    0003   Geotextile Fabric (Class 3)                                            SY

                                                                               Page 44 of 87                                                       Last Update 12/12/08
  Section   SPEC    DESC                                    DESCRIPTION                          UNIT   UNIT PRICE    MIN   MAX   AVG   MEDIAN
    No.      NO     CODE
    2, 3     494    0004   Geotextile Fabric (Class 1)(FOB Job Site)                             SY
    2, 3     494    0005   Geotextile Fabric (Class 2)(FOB Job Site)                             SY
    2, 3     494    0006   Geotextile Fabric (Class 3)(FOB Job Site)                             SY
    1,3      495    0001   Remove Old Structures (Headwalls)                                     EA
    1,3      495    0002   Remove Old Structures (Inlets)                                        EA         $400.00
    1,3      495    0003   Remove Old Structures (MHs)                                           EA         $400.00
    1,3      495    0004   Remove Old Structures (Wingwalls)                                     EA
    1,8      495    0005   Remove Old Structures (Wooden Footbridge)                             EA
    1,3      495    0006   Remove Old Structures (Ditch Interceptor)                             EA
    1,3      495    0007   Remove Old Structures (Box Culverts)                                  LF
    1,3      495    0008   Remove Old Structures (RCP)                                           LF
    1,8      495    0009   Remove Old Structures (Concrete Bridge)                               EA
    1,8      495    0010   Remove Old Structures (Wooden Bridge)                                 EA
    1,8      495    0011   Remove Old Structures (Wooden Guard Posts and Steel Cable)            LF
    1,6      495    0012   Remove Old Structures (Electronic Intercom Systems)                   EA
    1,3      495    0013   Remove Old Structures (SET)                                           EA
     1       495    0014   Remove Old Structures (MBGF)                                          LF
     1       495    0015   Remove Old Structures (Water Lines)                                   LF
1,2,5,6,10,11 500   0001   Remove & Relocate Traffic Signs, Mail Boxes and Roadway Signs         LS
1,2,5,6,10,11 500   0002   Remove & Relocate Traffic Signs, Mail Boxes and Roadway Signs         EA
1,2,5,6,10,11 500   0003   Remove & Dispose Traffic Signs, Mail Boxes and Roadway Signs          LS
1,2,5,6,10,11 500   0004   Remove & Dispose Traffic Signs, Mail Boxes and Roadway Signs          EA
1,2,5,6,10,11 500   0005   Remove & Relocate Traffic Signs, Roadway Signs                        LS
1,2,5,6,10,11 500   0006   Remove & Relocate Traffic Signs, Roadway Signs                        EA
1,2,5,6,10,11 500   0007   Remove & Dispose Traffic Signs, Roadway Signs                         LS
1,2,5,6,10,11 500   0008   Remove & Dispose Traffic Signs, Roadway Signs                         EA
1,2,5,6,10,11 500   0009   Remove & Relocate Mail Boxes                                          LS
1,2,5,6,10,11 500   0010   Remove & Relocate Mail Boxes                                          EA
1,2,5,6,10,11 500   0011   Remove & Dispose Mail Boxes                                           LS

                                                                                 Page 45 of 87                                             Last Update 12/12/08
  Section   SPEC    DESC                                    DESCRIPTION                                   UNIT   UNIT PRICE    MIN      MAX       AVG       MEDIAN
    No.      NO     CODE
1,2,5,6,10,11 500   0012   Remove & Dispose Mail Boxes                                                    EA
    10       501    0001   Tree Trimming and Protection                                                   LS
    10       501    0002   Tree Trimming and Protection                                                   EA
    10       510    0001   Planning and Texturing Asphaltic Concrete Pavement (2" Depth)                  SY
    10       510    0002   Planning and Texturing Concrete Pavement (1" Depth)                            SY
    10       515    0001   Roadway Shell                                                                  CY
     2       516    0001   Flex Beam Guardrail                                                            LF
     2       516    0002   Flex Beam Guardrail Including Mowing Strip                                     LF
     2       516    0003   Flex Beam Guardrail Turndown Sections                                          EA
    12       520    0001   Weighing and Measuring Equipment - Not a Direct Pay Item                       NA
    12       526    0001   Membrane Curing - Not a Direct Pay Item                                        NA
     2       530    0001   Reinforced Concrete Curb ( 6")                                                 LF           $2.00    $2.00     $3.00     $3.00
     2       530    0002   Concrete Curb and Gutter (Monolithic)                                          LF
     2       530    0003   Reinforced Concrete Curb (Doweled)                                             LF
     2       530    0004   Reinforced Concrete Sidewalks (4-1/2")                                         SY          $80.00   $24.00   $175.00    $80.00
     2       530    0005   Reinforced Concrete Sidewalks (5")                                             SY
     2       530    0006   Reinforced Concrete Sidewalks (6")                                             SY
     2       530    0007   Reinforced Concrete Driveways (6")                                             SY
     2       530    0008   Reinforced Concrete Driveways (7")                                             SY          $40.00   $37.00    $70.00    $50.00
     2       530    0009   Reinforced Concrete Driveways (10")                                            SY
     2       530    0010   Curb Ramp                                                                      SY          $70.00   $40.00   $225.00   $160.00
     2       531    0001   Colored Concrete for Sidewalks and Wheelchair Ramps - Not a Direct Pay Item    SY
     2       535    0001   Esplanades, Medians and Directional Islands                                    SY          $60.00   $40.00   $120.00    $60.00
     2       535    0001   Esplanades, Medians and Directional Islands                                    LF
     2       536    0001   Coloring Concrete Medians (Black)                                              SY
     2       536    0002   Coloring Concrete Sidewalks                                                    SY
     2       537    0001   Wheel Stops                                                                    EA
     1       540    0001   Remove and Dispose Existing Asphaltic Surface and Base Material (All Depths)   SY           $4.00    $1.00     $6.00     $4.00
     1       550    0001   Remove and Dispose Wood Fence                                                  LF

                                                                                 Page 46 of 87                                                                 Last Update 12/12/08
Section   SPEC   DESC                                   DESCRIPTION                              UNIT   UNIT PRICE    MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   1      550    0002   Remove and Salvage Wood Fence                                            LF
   1      550    0003   Remove and Re-install Wood Fence                                         LF
   1      550    0004   Remove and Dispose Chain Link Fence                                      LF
   1      550    0005   Remove and Salvage Chain Link Fence                                      LF
   1      550    0006   Remove and Re-install Chain Link Fence                                   LF
   1      550    0007   Remove and Dispose Barbed Wire Fence                                     LF
   1      550    0008   Remove and Salvage Barbed Wire Fence                                     LF
   1      550    0009   Remove and Re-install Barbed Wire Fence                                  LF
   1      550    0010   Remove and Dispose Fence (All Types)                                     LF
   1      550    0011   Remove and Salvage Fence (All Types)                                     LF
   1      550    0012   Remove and Re-install Fence (All Types)                                  LF
   1      551    0001   Clearing, Grubbing and Fencing - Not a Direct Pay Item                   NA
   1      554    0001   Wood Fencing                                                             LF
   1      555    0001   4' Chain Link Fencing                                                    LF
   1      555    0002   4' High Pedestrian Gate                                                  EA
   1      555    0003   5' Chain Link Fence                                                      LF
   1      555    0004   5' High Pedestrian Gate                                                  EA
   1      555    0005   6' Chain Link Fencing                                                    LF
   1      555    0006   6' High Pedestrian Gate                                                  EA
   1      555    0007   6' High Vehicular Gate 14' Wide Angle Gate                               EA
   1      555    0008   6' High Vehicular Gate 6' Wide Double Leaf                               EA
   1      555    0009   6' High Vehicular Gate 7' Wide Double Leaf                               EA
   1      555    0010   6' High Vehicular Gate 8' Wide Double Leaf                               EA
   1      555    0011   6' High Vehicular Gate 10' Wide Double Leaf                              EA
   1      556    0001   Four Strand Barbed Wire Fence (including gates)                          LF
  12      560    0001   Maintain and Cleanup Project Site - Not a Direct Pay Item                LS
   1      561    0001   Video Recording Construction                                             LS
   1      562    0001   Prepare ROW                                                              LS
   5      624    0001   Aluminum Signs                                                           EA         $350.00

                                                                                 Page 47 of 87                                             Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                                        UNIT     UNIT PRICE        MIN       MAX       AVG   MEDIAN
  No.      NO    CODE
   5      624    0002   Aluminum Signs (Diamond Grade Sheeting)                                              EA            $350.00     $250.00   $425.00
   5      624    0003   Aluminum Signs (HI Intensity Grade Sheeting)                                         EA
  12      646    0001   Roadside Traffic Sign Supports - Not a Direct Pay Item                               EA
  12      648    0001   Encapsulated Lnes Reflective Sheeting for Traffic Control Signs (HI-Intensity Grade) - Not a Direct Pay Item
  12      649    0001   Wide Angle Prismatic Retroreflective Sheeting for Traffic Control Signs (Diamond Grade) - Not a Direct Pay Item
   5      658    0001   Delineators and Object Markers                                                       EA
   5      660    0001   Reflectorized Pavement Markings - Type I (W) (4") (BRK)                              LF
   5      660    0002   Reflectorized Pavement Markings - Type I (W) (4") (DOT)                              LF
   5      660    0003   Reflectorized Pavement Markings - Type I (W) (4") (LNDP)                             LF
   5      660    0004   Reflectorized Pavement Markings - Type I (W) (4") (SLD)                              LF
   5      660    0005   Reflectorized Pavement Markings - Type I (W) (6") (BRK)                              LF
   5      660    0006   Reflectorized Pavement Markings - Type I (W) (6") (DOT)                              LF
   5      660    0007   Reflectorized Pavement Markings - Type I (W) (6") (LNDP)                             LF
   5      660    0008   Reflectorized Pavement Markings - Type I (W) (6") (SLD)                              LF
   5      660    0009   Reflectorized Pavement Markings - Type I (W) (8") (BRK)                              LF
   5      660    0010   Reflectorized Pavement Markings - Type I (W) (8") (DOT)                              LF
   5      660    0011   Reflectorized Pavement Markings - Type I (W) (8") (LNDP)                             LF
   5      660    0012   Reflectorized Pavement Markings - Type I (W) (8") (SLD)                              LF
   5      660    0013   Reflectorized Pavement Markings - Type I (W) (12") (BRK)                             LF
   5      660    0014   Reflectorized Pavement Markings - Type I (W) (12") (DOT)                             LF
   5      660    0015   Reflectorized Pavement Markings - Type I (W) (12") (LNDP)                            LF
   5      660    0016   Reflectorized Pavement Markings - Type I (W) (12") (SLD)                             LF
   5      660    0017   Reflectorized Pavement Markings - Type I (W) (24") (BRK)                             LF
   5      660    0018   Reflectorized Pavement Markings - Type I (W) (24") (DOT)                             LF
   5      660    0019   Reflectorized Pavement Markings - Type I (W) (24") (LNDP)                            LF
   5      660    0020   Reflectorized Pavement Markings - Type I (W) (24") (SLD)                             LF
   5      660    0021   Reflectorized Pavement Markings - Type I (W) (36") (BRK)                             LF
   5      660    0022   Reflectorized Pavement Markings - Type I (W) (36") (DOT)                             LF
   5      660    0023   Reflectorized Pavement Markings - Type I (W) (36") (LNDP)                            LF
   5      660    0024   Reflectorized Pavement Markings - Type I (W) (36") (SLD)                             LF
   5      660    0025   Reflectorized Pavement Markings - Type I (W) (ARROW)                                 EA


                                                                                 Page 48 of 87                                                                      Last Update 12/12/08
Section   SPEC   DESC                                   DESCRIPTION                               UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   5      660    0026   Reflectorized Pavement Markings - Type I (W) (WORD)                       EA
   5      660    0027   Reflectorized Pavement Markings - Type I (W) (SYMBOL)                     EA
   5      660    0028   Reflectorized Pavement Markings - Type I (W) (ENTER GORE)                 EA
   5      660    0029   Reflectorized Pavement Markings - Type I (W) (EXIT GORE)                  EA
   5      660    0030   Reflectorized Pavement Markings - Type I (W) (RR XING)                    EA
   5      660    0031   Reflectorized Pavement Markings - Type I (Y) (4") (BRK)                   LF
   5      660    0032   Reflectorized Pavement Markings - Type I (Y) (4") (DOT)                   LF
   5      660    0033   Reflectorized Pavement Markings - Type I (Y) (4") (SLD)                   LF
   5      660    0034   Reflectorized Pavement Markings - Type I (Y) (6") (BRK)                   LF
   5      660    0035   Reflectorized Pavement Markings - Type I (Y) (6") (DOT)                   LF
   5      660    0036   Reflectorized Pavement Markings - Type I (Y) (6") (SLD)                   LF
   5      660    0037   Reflectorized Pavement Markings - Type I (Y) (8") (BRK)                   LF
   5      660    0038   Reflectorized Pavement Markings - Type I (Y) (8") (DOT)                   LF
   5      660    0039   Reflectorized Pavement Markings - Type I (Y) (8") (SLD)                   LF
   5      660    0040   Reflectorized Pavement Markings - Type I (Y) (12") (BRK)                  LF
   5      660    0041   Reflectorized Pavement Markings - Type I (Y) (12") (DOT)                  LF
   5      660    0042   Reflectorized Pavement Markings - Type I (Y) (12") (SLD)                  LF
   5      660    0043   Reflectorized Pavement Markings - Type I (Y) (24") (BRK)                  LF
   5      660    0044   Reflectorized Pavement Markings - Type I (Y) (24") (DOT)                  LF
   5      660    0045   Reflectorized Pavement Markings - Type I (Y) (24") (SLD)                  LF
   5      660    0046   Reflectorized Pavement Markings - Type I (Y) (36") (BRK)                  LF
   5      660    0047   Reflectorized Pavement Markings - Type I (Y) (36") (DOT)                  LF
   5      660    0048   Reflectorized Pavement Markings - Type I (Y) (36") (SLD)                  LF
   5      660    0049   Reflectorized Pavement Markings - Type II (W) (4") (BRK)                  LF
   5      660    0050   Reflectorized Pavement Markings - Type II (W) (4") (DOT)                  LF
   5      660    0051   Reflectorized Pavement Markings - Type II (W) (4") (LNDP)                 LF
   5      660    0052   Reflectorized Pavement Markings - Type II (W) (4") (SLD)                  LF
   5      660    0053   Reflectorized Pavement Markings - Type II (W) (6") (BRK)                  LF
   5      660    0054   Reflectorized Pavement Markings - Type II (W) (6") (DOT)                  LF
   5      660    0055   Reflectorized Pavement Markings - Type II (W) (6") (LNDP)                 LF
   5      660    0056   Reflectorized Pavement Markings - Type II (W) (6") (SLD)                  LF


                                                                                  Page 49 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                             UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   5      660    0057   Reflectorized Pavement Markings - Type II (W) (8") (BRK)                 LF
   5      660    0058   Reflectorized Pavement Markings - Type II (W) (8") (DOT)                 LF
   5      660    0059   Reflectorized Pavement Markings - Type II (W) (8") (LNDP)                LF
   5      660    0060   Reflectorized Pavement Markings - Type II (W) (8") (SLD)                 LF
   5      660    0061   Reflectorized Pavement Markings - Type II (W) (12") (LNDP)               LF
   5      660    0062   Reflectorized Pavement Markings - Type II (W) (12") (SLD)                LF
   5      660    0063   Reflectorized Pavement Markings - Type II (W) (18") (SLD)                LF
   5      660    0064   Reflectorized Pavement Markings - Type II (W) (24") (SLD)                LF
   5      660    0065   Reflectorized Pavement Markings - Type II (W) (36") (SLD)                LF
   5      660    0066   Reflectorized Pavement Markings - Type II (W) (ARROW)                    EA
   5      660    0067   Reflectorized Pavement Markings - Type II (W) (WORD)                     EA
   5      660    0068   Reflectorized Pavement Markings - Type II (W) (SYMBOL)                   EA
   5      660    0069   Reflectorized Pavement Markings - Type II (W) (ENTER GORE)               EA
   5      660    0070   Reflectorized Pavement Markings - Type II (W) (EXIT GORE)                EA
   5      660    0071   Reflectorized Pavement Markings - Type II (W) (RR XING)                  EA
   5      660    0072   Reflectorized Pavement Markings - Type II (Y) (4") (BRK)                 LF
   5      660    0073   Reflectorized Pavement Markings - Type II (Y) (4") (DOT)                 LF
   5      660    0074   Reflectorized Pavement Markings - Type II (Y) (4") (SLD)                 LF
   5      660    0075   Reflectorized Pavement Markings - Type II (Y) (6") (BRK)                 LF
   5      660    0076   Reflectorized Pavement Markings - Type II (Y) (6") (DOT)                 LF
   5      660    0077   Reflectorized Pavement Markings - Type II (Y) (6") (SLD)                 LF
   5      660    0078   Reflectorized Pavement Markings - Type II (Y) (8") (SLD)                 LF
   5      660    0079   Reflectorized Pavement Markings - Type II (Y) (12") (SLD)                LF
   5      660    0080   Reflectorized Pavement Markings - Type II (Y) (18") (SLD)                LF
   5      660    0081   Reflectorized Pavement Markings - Type II (Y) (24") (SLD)                LF
   5      660    0082   Reflectorized Pavement Markings - Type II (Y) (36") (SLD)                LF
   5      660    0083   Reflectorized Pavement Markings - Type II (Y) (ISLAND)                   LF
   5      660    0084   Reflectorized Pavement Markings - Type II (Y) (MED NOSE)                 LF
  12      661    0001   Traffic Paint (Solvent Based) - Not a Direct Pay Item                    NA

                                                                                 Page 50 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                       UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
  12      662    0001   Glass Reflective Spheres - Not a Direct Pay Item                   NA
   5      663    0001   Reflectorized Pavement Markers - Type I-A                          EA
   5      663    0002   Reflectorized Pavement Markers - Type 1-C                          EA
   5      663    0003   Reflectorized Pavement Markers - Type 1-R                          EA
   5      663    0004   Reflectorized Pavement Markers - Type II-AA                        EA
   5      663    0005   Reflectorized Pavement Markers - Type II-CC                        EA
   5      663    0006   Reflectorized Pavement Markers - Type II-A-C                       EA
   5      663    0007   Reflectorized Pavement Markers - Type II-A-R                       EA
   5      663    0008   Reflectorized Pavement Markers - Type II-C-R                       EA
   5      663    0009   Reflectorized Traffic Button - White                               EA
   5      663    0010   Reflectorized Traffic Button - Yellow                              EA
   5      663    0011   Non-Reflectorized Traffic Button - White                           EA
   5      663    0012   Non-Reflectorized Traffic Button - Yellow                          EA
   4      665    0001   Work Zone Pvmt Mkgs - Remov (W) 4" (SLD)                           LF
   4      665    0002   Work Zone Pvmt Mkgs - Remov (W) 4" (DOT)                           LF
   4      665    0003   Work Zone Pvmt Mkgs - Remov (W) 4" (BRK)                           LF
   4      665    0004   Work Zone Pvmt Mkgs - Remov (W) 6" (SLD)                           LF
   4      665    0005   Work Zone Pvmt Mkgs - Remov (W) 6" (DOT)                           LF
   4      665    0006   Work Zone Pvmt Mkgs - Remov (W) 6" (BRK)                           LF
   4      665    0007   Work Zone Pvmt Mkgs - Remov (W) 8" (SLD)                           LF
   4      665    0008   Work Zone Pvmt Mkgs - Remov (W) 8" (DOT)                           LF
   4      665    0009   Work Zone Pvmt Mkgs - Remov (W) 8" (BRK)                           LF
   4      665    0010   Work Zone Pvmt Mkgs - Remov (W) 12" (SLD)                          LF
   4      665    0011   Work Zone Pvmt Mkgs - Remov (W) 18" (SLD)                          LF
   4      665    0012   Work Zone Pvmt Mkgs - Remov (W) 24" (SLD)                          LF
   4      665    0013   Work Zone Pvmt Mkgs - Remov (W) (ARROW)                            EA
   4      665    0014   Work Zone Pvmt Mkgs - Remov (W) (DOUBLE ARROW)                     EA
   4      665    0015   Work Zone Pvmt Mkgs - Remov (W) (UTURN ARROW)                      EA
   4      665    0016   Work Zone Pvmt Mkgs - Remov (W) (RR XING)                          EA

                                                                           Page 51 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                DESCRIPTION                        UNIT   UNIT PRICE   MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   4      665    0017   Work Zone Pvmt Mkgs - Remov (W) (SYMBOL)                        EA
   4      665    0018   Work Zone Pvmt Mkgs - Remov (W) (WORD)                          EA
   4      665    0019   Work Zone Pvmt Mkgs - Remov (Y) 4" (SLD)                        LF
   4      665    0020   Work Zone Pvmt Mkgs - Remov (Y) 4" (DOT)                        LF
   4      665    0021   Work Zone Pvmt Mkgs - Remov (Y) 4" (BRK)                        LF
   4      665    0022   Work Zone Pvmt Mkgs - Remov (Y) 6" (SLD)                        LF
   4      665    0023   Work Zone Pvmt Mkgs - Remov (Y) 6" (DOT)                        LF
   4      665    0024   Work Zone Pvmt Mkgs - Remov (Y) 6" (BRK)                        LF
   4      665    0025   Work Zone Pvmt Mkgs - Remov (Y) 8" (SLD)                        LF
   4      665    0026   Work Zone Pvmt Mkgs - Remov (Y) 12" (SLD)                       LF
   4      665    0027   Work Zone Pvmt Mkgs - Remov (Y) 18" (SLD)                       LF
   4      665    0028   Work Zone Pvmt Mkgs - Remov (Y) 24" (SLD)                       LF
   4      665    0029   Work Zone Pvmt Mkgs - Non-Remov (W) 4" (SLD)                    LF
   4      665    0030   Work Zone Pvmt Mkgs - Non-Remov (W) 4" (DOT)                    LF
   4      665    0031   Work Zone Pvmt Mkgs - Non-Remov (W) 4" (BRK)                    LF
   4      665    0032   Work Zone Pvmt Mkgs - Non-Remov (W) 6" (SLD)                    LF
   4      665    0033   Work Zone Pvmt Mkgs - Non-Remov (W) 6" (DOT)                    LF
   4      665    0034   Work Zone Pvmt Mkgs - Non-Remov (W) 6" (BRK)                    LF
   4      665    0035   Work Zone Pvmt Mkgs - Non-Remov (W) 8" (SLD)                    LF
   4      665    0036   Work Zone Pvmt Mkgs - Non-Remov (W) 8" (DOT)                    LF
   4      665    0037   Work Zone Pvmt Mkgs - Non-Remov (W) 8" (BRK)                    LF
   4      665    0038   Work Zone Pvmt Mkgs - Non-Remov (W) 12" (SLD)                   LF
   4      665    0039   Work Zone Pvmt Mkgs - Non-Remov (W) 18" (SLD)                   LF
   4      665    0040   Work Zone Pvmt Mkgs - Non-Remov (W) 24" (SLD)                   LF
   4      665    0041   Work Zone Pvmt Mkgs - Non-Remov (W) (ARROW)                     EA
   4      665    0042   Work Zone Pvmt Mkgs - Non-Remov (W) (DOUBLE ARROW)              EA
   4      665    0043   Work Zone Pvmt Mkgs - Non-Remov (W) (UTURN ARROW)               EA
   4      665    0044   Work Zone Pvmt Mkgs - Non-Remov (W) (RR XING)                   EA
   4      665    0045   Work Zone Pvmt Mkgs - Non-Remov (W) (SYMBOL)                    EA

                                                                        Page 52 of 87                                            Last Update 12/12/08
Section   SPEC   DESC                                    DESCRIPTION                                    UNIT   UNIT PRICE    MIN      MAX   AVG   MEDIAN
  No.      NO    CODE
   4      665    0046   Work Zone Pvmt Mkgs - Non-Remov (W) (WORD)                                      EA
   4      665    0047   Work Zone Pvmt Mkgs - Non-Remov (Y) 4" (SLD)                                    LF
   4      665    0048   Work Zone Pvmt Mkgs - Non-Remov (Y) 4" (DOT)                                    LF
   4      665    0049   Work Zone Pvmt Mkgs - Non-Remov (Y) 4" (BRK)                                    LF
   4      665    0050   Work Zone Pvmt Mkgs - Non-Remov (Y) 6" (SLD)                                    LF
   4      665    0051   Work Zone Pvmt Mkgs - Non-Remov (Y) 6" (DOT)                                    LF
   4      665    0052   Work Zone Pvmt Mkgs - Non-Remov (Y) 6" (BRK)                                    LF
   4      665    0053   Work Zone Pvmt Mkgs - Non-Remov (Y) 8" (SLD)                                    LF
   4      665    0054   Work Zone Pvmt Mkgs - Non-Remov (Y) 12" (SLD)                                   LF
   4      665    0055   Work Zone Pvmt Mkgs - Non-Remov (Y) 18" (SLD)                                   LF
   4      665    0056   Work Zone Pvmt Mkgs - Non-Remov (Y) 24" (SLD)                                   LF
   5      666    0001   Prefabricated Pvmt Mkgs (TY C) (W) (ARROW)                                      EA
   5      666    0002   Prefabricated Pvmt Mkgs (TY C) (W) (LT TURN ARROW)                              EA
   5      666    0003   Prefabricated Pvmt Mkgs (TY C) (W) (WORD)                                       EA
   5      666    0004   Prefabricated Pvmt Mkgs (TY C) (W) (12") (SLD)                                  LF
   5      666    0005   Prefabricated Pvmt Mkgs (TY C) (W) (18") (SLD)                                  LF
   5      666    0005   Prefabricated Pvmt Mkgs (TY C) (W) (24") (SLD)                                  LF
  12      669    0001   Pavement Surface Preparation for Mkgs - Not a Direct Pay Item                   LF
  4,5     670    0001   Barricade (Type III)                                                            EA
   4      671    0001   Traffic Control - Barricades, Barriers, Barrels, Cones and Signing              LS
   4      671    0002   Traffic Control - Barricades, Barriers, Barrels, Cones and Signing              MO
   4      671    0003   Temporary Commercial Driveways                                                  EA         $800.00
   4      671    0004   Temporary Residential Driveways                                                 EA         $400.00
  4,9     672    0001   Off-Duty Uniformed Police Officer - As Directed by Engineer (Min. Bid $25/HR)   HR          $25.00   $25.00
   4      673    0001   Constructing Detours (8" Black Base)                                            TON        $150.00
   4      673    0002   Constructing Detours (6" Black Base)                                            TON
   4      673    0002   Constructing Detours (2" HMAC Surface)                                          TON        $200.00
   4      673    0003   Constructing Detours (Temp Drainage Structures)                                 EA
   4      673    0004   Constructing Detours (Temp Conc or Metal Pipes)                                 LF

                                                                                 Page 53 of 87                                                       Last Update 12/12/08
Section   SPEC   DESC                                     DESCRIPTION                                    UNIT   UNIT PRICE    MIN   MAX   AVG   MEDIAN
  No.      NO    CODE
   4      673    0005   Constructing Detours (Temp Pvmt Mkgs)                                            LF
  12      674    0001   Removing Pvmt Striping and Mkgs (All Widths)                                     LF
  12      674    0002   Removing Pavement Striping and Markings (4’ Width)                               LF
  12      674    0003   Removing Pavement Striping and Markings (8” Width)                               LF
  12      674    0004   Removing Pavement Striping and Markings (12” Width)                              LF
  12      674    0005   Removing Pavement Striping and Markings (24” Width)                              LF
  12      674    0006   Removing Pavement Striping and Markings (Word)                                   EA
  12      675    0001   Traffic Paint Striping (Water Based) - Not a Direct Pay Item                     SF
   5      676    0001   Traffic Paint (Water Based)                                                      SF
  12      677    0001   Electrical Conduits For Traffic Signal Installation - Not a Direct Pay Item      NA
  12      678    0001   Zinc Coated Steel Wire Strand - Not a Direct Pay Item                            NA
  12      679    0001   Insulated Jacketed Traffic Signal Cable - Not a Direct Pay Item                  NA
  12      680    0001   Steel Mast Arm and Steel Strain Pole Assembles - Not a Direct Pay Item           NA
  12      681    0001   Treated Timber Poles - Not a Direct Pay Item                                     NA
  12      682    0001   Traffic Signal Supports Cantilever, Bank-On Arm - Not a Direct Pay Item          NA
  12      683    0001   Traffic Signal Supports Pedestal Poles - Not a Direct Pay Item                   NA
  12      686    0001   Road Illumination Assemblies (On Traffic Signal Poles) - Not a Direct Pay Item   NA
 6,12     687    0001   Flasher Assembly Installation                                                    LS                                              (660)(663)(666)(669)(677)(679
 6,12     687    0002   Flasher Assembly Installation                                                    EA                                              (660)(663)(666)(669)(677)(679
 6,12     688    0001   Flasher Assemblies                                                               LS
 6,12     688    0002   Flasher Assemblies                                                               EA
   6      690    0001   Traffic Signal Heads                                                             EA
   6      691    0001   Twelve-Inch Signal Head With Programmable Visibility of Signal Faces             EA
   6      692    0001   Symbolic Pedestrian Signal Head (Incandescent Type)                              EA
  12      693    0001   Traffic Signal Lamps - Not a Direct Pay Item                                     NA
  12      694    0001   Down Lights for Traffic Signals - Not a Direct Pay Item                          NA
   4      696    0001   Low Profile Concrete Barrier (Furnish and Install)                               LF          $35.00
   4      696    0002   Low Profile Concrete Barrier (Relocate)                                          LF          $15.00
   4      696    0003   Low Profile Concrete Barrier (Remove)                                            LF          $10.00

                                                                                   Page 54 of 87                                                   Last Update 12/12/08
Section   SPEC   DESC                                      DESCRIPTION                           UNIT   UNIT PRICE    MIN      MAX       AVG      MEDIAN
  No.      NO    CODE
   4      698    0001   Temporary Polyethylene Water-Filled Barrier (Furnish and Install)        LF
   4      698    0002   Temporary Polyethylene Water-Filled Barrier (Relocate)                   LF
   4      698    0003   Temporary Polyethylene Water-Filled Barrier (Remove)                     LF
   7      701    0001   Diversion Dikes                                                          LF
   7      702    0001   Interceptor Dikes                                                        LF
   7      703    0001   Diversion Swales                                                         LF
   7      704    0001   Interceptor Swales                                                       LF
   7      705    0001   Diversion Dikes with Swales                                              LF
   7      706    0001   Pipe Slope Drain                                                         EA
   7      708    0001   Filter Fabric Fence                                                      LF           $2.00    $1.00     $4.00    $2.00
   7      709    0001   Triangular Filter Fabric Fence                                           LF
   7      711    0001   Brush Berm                                                               LF
   7      713    0001   Reinforced Filter Fabric Barrier                                         LF                    $1.20     $4.00
   7      714    0001   Stone Outlet Sediment Trap                                               EA
   7      715    0001   Excavated Earth Outlet Sediment Trap                                     EA
   7      716    0001   Embankment Earth Outlet Sediment Trap                                    EA
   7      717    0001   Sediment Basins (Stone Outlet)                                           EA
   7      717    0002   Sediment Basins (Pipe Outlet)                                            EA
   7      719    0001   Inlet Protection Barriers (Stage I)                                      EA          $40.00   $25.00   $130.00
   7      719    0002   Inlet Protection Barriers (Stage II)                                     EA           $2.00    $2.00
   7      722    0001   Portable Sediment Tank                                                   EA
   7      723    0001   Sediment Sump Pit                                                        EA
   7      724    0001   Stabilized Construction Access (Type 1 - Rock)                           SY          $10.00   $10.00    $30.00
  12      725    0001   General Source Controls (SWPPP) - Not a Direct Pay Item                  NA
   7      727    0001   Level Spreader                                                           LF
   7      741    0001   Inlet Protection Barrier (Stage II, Gravel Bag)                          LF           $6.00    $3.00    $10.00    $6.00
   7      750    0001   Rock Filter Dams (Type 1)                                                LF
   7      750    0002   Rock Filter Dams (Type 2)                                                LF
   7      750    0003   Rock Filter Dams (Type 3)                                                LF

                                                                                 Page 55 of 87                                                       Last Update 12/12/08
Section   SPEC      DESC                                     DESCRIPTION                                UNIT   UNIT PRICE    MIN        MAX        AVG      MEDIAN
  No.      NO       CODE
   7       750      0004   Rock Filter Dams (Type 4)                                                    LF
   7       750      0005   Rock Filter Dams (Type 5)                                                    LF
          Project          TPDES General Permit No. TXR150000; Notice of Intent (NOI) Application Fee
   7      Manual    0001   ($325) (Contractor's NOI)                                                    EA         $325.00
   6      SS1000    0001   Traffic Signal Installation and Modification                                 LS
   6      SS2070    0001   Furnish and Install Advanced Transportation Controller (Type 2070)           EA
   7      SS8812    0001   Concrete Truck Washout Structures                                            LS       $1,000.00   $500.00   $2,000.00
   3      SS8321    0001   Cleaning & Inspection of Storm Sewer Line (XX inch)                          LF
   3      SS8321    0002   Cleaning & Inspection of Storm Sewer Line (30 inch)                          LF
   3      SS8321    0003   Cleaning & Inspection of Storm Sewer Line (36 inch)                          LF
   3      SS8321    0004   Cleaning & Inspection of Storm Sewer Line (42 inch)                          LF
   3      SS8321    0005   Cleaning & Inspection of Storm Sewer Line (48 inch)                          LF
   3      SS8321    0006   Cleaning & Inspection of Storm Sewer Line (54 inch)                          LF
   3      SS8321    0007   Cleaning & Inspection of Storm Sewer Line (60 inch)                          LF
   3      SS8321    0008   Cleaning & Inspection of Storm Sewer Line (66 inch)                          LF
   3      SS8321    0009   Cleaning & Inspection of Storm Sewer Line (72 inch)                          LF
   3      SS8321    0010   Cleaning & Inspection of Storm Sewer Line (78 inch)                          LF
   3      SS8321    0011   Cleaning & Inspection of Storm Sewer Line (84 inch)                          LF
   3      SS8321    0012   Cleaning & Inspection of Storm Sewer Line (90 inch)                          LF
   3      SS8321    0013   Cleaning & Inspection of Storm Sewer Box (xXx feet)                          LF
   3      SS8321    0014   Root Cutting, Cleaning & Inspection of Storm Sewer Line (XX inch)            LF
   3      SS8321    0014   Root Cutting, Cleaning & Inspection of Storm Sewer Box (xx X xx feet)        LF
   3      SS8325    0001   Closed Circuit Television Inspection of As Built Storm Sewer Systems         LS
   9      SS8446    0001   Construction Safety Fence                                                    LF           $4.00     $3.00      $6.00     $4.00




                                                                                  Page 56 of 87                                                                Last Update 12/12/08
          Referenced Specs



       (104)(200)(495)(501)(560)
       (104)(200)(495)(501)(560)




            (130)(132)(200)
            (130)(132)(200)
               (132)(205)
(102)(103)(110)(120)(130)(200)(205)(430)




               (166)(725)

             Page 57 of 87                 Last Update 12/12/08
Referenced Specs


     (166)(725)
     (166)(725)
     (166)(725)
     (166)(725)
     (166)(725)
(162)(164)(165)(725)
  (110)(130)(132)
  (110)(130)(132)
  (132)(205)(221)
  (132)(205)(221)
     (205)(221)
     (205)(221)
     (205)(221)
     (132)(205)
     (132)(205)
     (132)(205)
(132)(205)(220)(221)
(132)(205)(220)(221)
(132)(205)(220)(221)
(132)(205)(220)(221)
(132)(205)(220)(221)
     (205)(220)
     (205)(220)
     (205)(220)
(205)(220)(222)(223)
(205)(220)(222)(223)
(205)(220)(222)(223)
(205)(220)(222)(223)
(202)(220)(222)(223)

   Page 58 of 87       Last Update 12/12/08
          Referenced Specs


          (202)(220)(222)(223)
          (202)(220)(222)(223)
          (202)(220)(222)(223)
       (205)(220)(222)(223)(520)
       (205)(220)(222)(223)(520)
       (205)(220)(222)(223)(520)
       (205)(220)(222)(223)(520)
       (205)(220)(222)(223)(520)
                 (205)
(221)(222)(223)(224)(230)(250)(310)(323)
(221)(222)(223)(224)(230)(250)(310)(323)
(221)(222)(223)(224)(230)(250)(310)(323)




               (205)(250)
         (205(230)(TxDOT 300)
         (205(230)(TxDOT 300)
         (205(230)(TxDOT 300)
         (205(230)(TxDOT 300)




                 (320)
                 (320)
                 (520)
                 (520)

             Page 59 of 87                 Last Update 12/12/08
Referenced Specs


       (520)


(205)(421)(440)(526)
(205)(421)(440)(526)
(205)(421)(440)(526)
(205)(421)(440)(526)
(205)(421)(440)(526)
(205)(421)(440)(526)
(205)(421)(440)(526)
(205)(421)(440)(526)
       (360)
       (360)
       (360)
       (429)
       (430)
(407)(455)(457)(456)
  (408)(409)(447)
       (410)
     (407)(403)
     (407)(403)
     (404)(443)
     (404)(447)
(405)(420)(421)(440)
(405)(420)(421)(440)
(405)(420)(421)(440)
(405)(420)(421)(440)
(405)(420)(421)(440)
(420)(421)(440)(446)
(420)(421)(440)(446)

   Page 60 of 87       Last Update 12/12/08
        Referenced Specs


       (420)(421)(440)(446)
       (420)(421)(440)(446)
       (420)(421)(440)(446)
       (420)(421)(440)(446)
       (420)(421)(440)(446)
       (420)(421)(440)(446)
       (420)(421)(440)(446)
(410)(421)(422)(423)(438)(440)(438)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
          (420)(440)(526)
               (440)
               (440)
               (440)
               (440)
               (440)

          Page 61 of 87               Last Update 12/12/08
Referenced Specs


      (440)
      (440)
      (440)
      (440)
      (440)
      (440)
      (440)
      (440)
      (440)
      (440)
      (440)
      (440)
      (440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
 (420)(421)(440)
   (430)(435)
   (430)(435)
   (430)(435)

  Page 62 of 87    Last Update 12/12/08
     Referenced Specs


          (430)(435)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)

        Page 63 of 87            Last Update 12/12/08
     Referenced Specs


(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
(132)(431)(432)(433)(435)(436)
       (430)(460)(461)
       (430)(460)(461)

        Page 64 of 87            Last Update 12/12/08
     Referenced Specs


       (430)(460)(461)
       (430)(460)(461)
       (430)(460)(461)
       (430)(460)(461)
       (430)(460)(461)
       (430)(460)(461)
       (430)(460)(461)
       (430)(460)(461)
          (431)(461)
     (420)(430)(480)(481)
     (420)(430)(480)(481)
     (420)(430)(480)(481)
     (420)(430)(480)(481)
     (420)(430)(480)(481)
       (429)(430)(480)
            (430)
            (430)
          (420)(423)


       (420)(421)(360)
       (411)(420)(423)
     (442)(445)(447)(448)
          (445)(447)
            (442)
            (442)




(420)(421)(440)(441)(442)(446)
            (450)

        Page 65 of 87            Last Update 12/12/08
   Referenced Specs


          (450)
          (450)
          (502)
       (450)(502)
          (457)
          (457)
(403)(443)(455)(457)(458)




          (430)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)

     Page 66 of 87          Last Update 12/12/08
Referenced Specs


      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)

  Page 67 of 87    Last Update 12/12/08
Referenced Specs


      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)
      (433)

  Page 68 of 87    Last Update 12/12/08
   Referenced Specs


          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (433)
          (430)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)

     Page 69 of 87          Last Update 12/12/08
   Referenced Specs


(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)

     Page 70 of 87          Last Update 12/12/08
   Referenced Specs


(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)

     Page 71 of 87          Last Update 12/12/08
   Referenced Specs


(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
(420)(421)(440)(460)(461)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
          (430)
 (SP471)(421)(433)(440)

     Page 72 of 87          Last Update 12/12/08
 Referenced Specs


(SP471)(421)(433)(440)
(SP471)(421)(433)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)
(SP472)(420)(421)(440)

    Page 73 of 87        Last Update 12/12/08
          Referenced Specs


        (SP472)(420)(421)(440)
        (SP472)(420)(421)(440)
        (SP472)(420)(421)(440)
        (SP472)(420)(421)(440)
        (SP472)(420)(421)(440)
        (SP472)(420)(421)(440)
        (SP472)(420)(421)(440)
                 (471)
                 (472)


            (430)(460)(462)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)

             Page 74 of 87                 Last Update 12/12/08
          Referenced Specs


(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
(408)(420)(421)(429)(433)(435)(436)(440)
     (420)(421)(429)(433)(435)(440)
     (420)(421)(429)(433)(435)(440)
            (421)(440)(526)
            (421)(440)(526)
            (421)(440)(526)
            (421)(440)(526)
                 (494)
                 (494)




             Page 75 of 87                 Last Update 12/12/08
Referenced Specs




      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (424)
      (421)
      (421)
      (421)
      (421)
      (421)
      (421)
      (421)
      (421)
      (421)
      (421)
      (421)

  Page 76 of 87    Last Update 12/12/08
     Referenced Specs


            (421)
          (102)(735)
          (102)(735)




       (421)(440)(526)
       (421)(440)(526)
       (421)(440)(526)
       (421)(440)(526)
       (421)(440)(526)
       (421)(440)(526)
       (421)(440)(526)
       (421)(440)(526)
       (421)(440)(526)
     (421)(440)(526)(536)


(421)(360)(440)(530)(526)(536)
(421)(360)(440)(530)(526)(536)
            (535)
            (530)
          (421)(440)
          (421)(440)
            (554)

        Page 77 of 87            Last Update 12/12/08
     Referenced Specs


            (554)
            (554)
            (555)
            (555)
            (555)
            (556)
            (556)
            (556)
       (554)(555)(556)
       (554)(555)(556)
       (554)(555)(556)
  (102)(550)(554)(555)(556)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
       (421)(551)(550)
     (421)(457)(551)(550)




(102)(104)(200)(465)(500)(550)
          (646)(647)

        Page 78 of 87            Last Update 12/12/08
Referenced Specs


     (646)(647)
     (646)(647)
       (624)
       (624)
       (624)
       (646)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)


   Page 79 of 87       Last Update 12/12/08
Referenced Specs

(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)


   Page 80 of 87       Last Update 12/12/08
Referenced Specs


(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)
(661)(662)(674)(669)

   Page 81 of 87       Last Update 12/12/08
Referenced Specs


     (660)(661)




(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)

   Page 82 of 87       Last Update 12/12/08
Referenced Specs


(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)
(660)(662)(674)(676)

   Page 83 of 87       Last Update 12/12/08
   Referenced Specs


  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
  (660)(662)(674)(676)
          (669)
          (669)
          (669)
          (669)
          (669)
          (669)




  (665)(670)(672)(673)
  (665)(670)(672)(673)
  (665)(670)(672)(673)
  (665)(670)(672)(673)


(130)(132)(205)(250)(340)
(130)(132)(205)(250)(340)
(130)(132)(205)(250)(340)




     Page 84 of 87          Last Update 12/12/08
          Referenced Specs




               (660)(675)
               (660)(675)
               (660)(675)
               (660)(675)
               (660)(675)
               (660)(675)
               (662)(676)
               (662)(675)




                 (680)
(660)(663)(666)(669)(677)(679)(683)(690)
(660)(663)(666)(669)(677)(679)(683)(690)
     (660)(661)(662)(665)(666)(667)
     (660)(661)(662)(665)(666)(667)
                 (693)




       (421)(440)(442)(526)(671)
       (421)(440)(442)(526)(671)
       (421)(440)(442)(526)(671)

             Page 85 of 87                 Last Update 12/12/08
Referenced Specs


      (671)
      (671)
      (671)
      (725)
      (725)
      (725)
      (725)
      (725)
      (725)
      (725)
 (708)(713)(725)
   (708)(725)
      (725)
      (725)
      (725)
      (725)
   (706)(725)
   (706)(725)
      (725)
      (725)
      (725)
      (725)
      (725)


      (725)
      (725)
   (725)(741)
   (725)(741)
   (725)(741)

  Page 86 of 87    Last Update 12/12/08
Referenced Specs


   (725)(741)
   (725)(741)




  Page 87 of 87    Last Update 12/12/08

				
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