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     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 1
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011061.00                                     COMPLETION DATE : 11/05/05
                                                           =========
   PROJECT(S):  BR-1106(100)X           LOCATION(S): POWNAL, BRIDGE REPLACEMENT     MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  POWNAL, BRIDGE REPLACEMENT                                                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                     $    277,465.00     100.0000%
   2   000063         WYMAN & SIMPSON, INC.                                                  $    284,299.00     102.4630%
   3   000403         PRATT & SONS INC.                                                      $    294,781.00     106.2408%
   4   000416         T BUCK CONSTRUCTION INC.                                               $    299,499.00     107.9412%
   5   000292         A H GROVER INC.                                                        $    330,514.00     119.1192%
   6   001954         TECHNICAL CONSTRUCTION INC.                                            $    333,654.00     120.2508%
   7   000763         GENDRON & GENDRON, INC.                                                $    340,000.00     122.5380%
   8   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $    397,083.00     143.1110%
====================================================================================================================================
                                          |(   1  ) 000164             |(   2  ) 000063             |(   3  ) 000403
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 203.20                  420.000  CY  |      10.00000       4200.00|       8.00000       3360.00|      24.00000       10080.00
  COMMON EXCAVATION                       |                            |                            |
0020 203.24                   10.000  CY  |      30.00000        300.00|      15.00000        150.00|      14.00000         140.00
  COMMON BORROW                           |                            |                            |
0030 203.25                  440.000  CY  |      18.00000       7920.00|      18.00000       7920.00|      48.00000       21120.00
  GRANULAR BORROW                         |                            |                            |
0040 206.061                 149.000  CY  |      90.00000      13410.00|      20.00000       2980.00|      26.00000        3874.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0050 304.10                  340.000  CY  |      25.00000       8500.00|      17.90000       6086.00|      27.00000        9180.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.208                  82.000  T   |     140.00000      11480.00|     145.00000      11890.00|     155.00000       12710.00
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0070 403.213                  82.000  T   |     140.00000      11480.00|     145.00000      11890.00|     155.00000       12710.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0080 409.15                   25.000  G   |      25.00000        625.00|      30.00000        750.00|      29.00000         725.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0090 502.331                   1.000  LS  |   20000.00000      20000.00|   23000.00000      23000.00|   16500.00000       16500.00
  CONCRETE REINFORCING COLLAR             |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 2
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011061.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000063            |(   3  ) 000403
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 509.19                21917.000  LS  |  100000.00000     100000.00|  124000.00000     124000.00|   90000.00000       90000.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH                                    |                            |                            |
0110 511.07                           LUMP|   10000.00000      10000.00|    7500.00000       7500.00|   19000.00000       19000.00
  COFFERDAM: DOWNSTREAM                   |                            |                            |
0120 511.07                           LUMP|   10000.00000      10000.00|    9500.00000       9500.00|   13000.00000       13000.00
  COFFERDAM: UPSTREAM                     |                            |                            |
0130 606.17                  230.000  LF  |      21.00000       4830.00|      16.70000       3841.00|      24.00000        5520.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0140 606.35                    6.000  EA  |      28.00000        168.00|      38.00000        228.00|      32.00000         192.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0150 606.754                   4.000  EA  |    1500.00000       6000.00|     505.00000       2020.00|     900.00000        3600.00
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0160 606.79                    4.000  EA  |    1800.00000       7200.00|    2150.00000       8600.00|    2000.00000        8000.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0170 610.16                  260.000  CY  |      45.00000      11700.00|      49.00000      12740.00|      70.00000       18200.00
  HEAVY RIPRAP                            |                            |                            |
0180 618.1401                  4.000  UN  |     100.00000        400.00|     106.00000        424.00|      85.00000         340.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0190 619.1201                  4.000  UN  |      48.00000        192.00|      52.00000        208.00|      65.00000         260.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0200 619.1301                 40.000  CY  |      45.00000       1800.00|      48.00000       1920.00|      45.00000        1800.00
  BARK MULCH - PLAN QUANTITY              |                            |                            |
0210 620.54                  520.000  SY  |       2.00000       1040.00|       1.80000        936.00|       2.00000        1040.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0220 620.58                  360.000  SY  |       2.00000        720.00|       1.75000        630.00|       2.00000         720.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0230 620.65                  540.000  SY  |       5.00000       2700.00|       6.40000       3456.00|       7.00000        3780.00
  REINFORCEMENT GEOGRID                   |                            |                            |
0240 629.05                   10.000  HR  |      30.00000        300.00|      25.00000        250.00|      35.00000         350.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0250 631.12                   10.000  HR  |     100.00000       1000.00|      85.00000        850.00|     111.00000        1110.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0260 631.14                   10.000  HR  |     100.00000       1000.00|      75.00000        750.00|     160.00000        1600.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0270 631.172                  20.000  HR  |      50.00000       1000.00|      36.00000        720.00|      44.00000         880.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0280 639.19                    1.000  EA  |    2500.00000       2500.00|    1500.00000       1500.00|    3900.00000        3900.00
  FIELD OFFICE TYPE B                     |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 3
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011061.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000063            |(   3  ) 000403
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 652.38                   50.000  HR  |      20.00000       1000.00|      16.00000        800.00|      16.00000         800.00
  FLAGGER                                 |                            |                            |
0300 652.39                           LUMP|    5000.00000       5000.00|    4000.00000       4000.00|    3650.00000        3650.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0310 656.75                           LUMP|    4000.00000       4000.00|    3400.00000       3400.00|    3000.00000        3000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0320 659.10                           LUMP|   27000.00000      27000.00|   28000.00000      28000.00|   27000.00000       27000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    277,465.00|             $    284,299.00|              $    294,781.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    277,465.00|             $    284,299.00|              $    294,781.00
====================================================================================================================================
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 4
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011061.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416             |(   5   ) 000292            |(   6  ) 001954
                                          |T BUCK CONSTRUCTION INC.    |A H GROVER INC.             |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 203.20                  420.000  CY  |       9.60000       4032.00|      15.00000       6300.00|      15.00000        6300.00
  COMMON EXCAVATION                       |                            |                            |
0020 203.24                   10.000  CY  |      24.50000        245.00|       1.00000         10.00|      22.00000         220.00
  COMMON BORROW                           |                            |                            |
0030 203.25                  440.000  CY  |      27.00000      11880.00|      20.00000       8800.00|      46.00000       20240.00
  GRANULAR BORROW                         |                            |                            |
0040 206.061                 149.000  CY  |      35.00000       5215.00|      25.00000       3725.00|      25.00000        3725.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0050 304.10                  340.000  CY  |      19.80000       6732.00|      25.00000       8500.00|      18.00000        6120.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.208                  82.000  T   |     135.00000      11070.00|     150.00000      12300.00|     140.00000       11480.00
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0070 403.213                  82.000  T   |     135.00000      11070.00|     150.00000      12300.00|     140.00000       11480.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0080 409.15                   25.000  G   |      25.00000        625.00|      27.00000        675.00|      25.00000         625.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0090 502.331                   1.000  LS  |   19450.00000      19450.00|   26250.00000      26250.00|   32800.00000       32800.00
  CONCRETE REINFORCING COLLAR             |                            |                            |
0100 509.19                21917.000  LS  |  124782.00000     124782.00|  135000.00000     135000.00|  120000.00000      120000.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH                                    |                            |                            |
0110 511.07                           LUMP|    6340.00000       6340.00|   17000.00000      17000.00|   17000.00000       17000.00
  COFFERDAM: DOWNSTREAM                   |                            |                            |
0120 511.07                           LUMP|   11190.00000      11190.00|   19250.00000      19250.00|   21400.00000       21400.00
  COFFERDAM: UPSTREAM                     |                            |                            |
0130 606.17                  230.000  LF  |      15.50000       3565.00|      22.75000       5232.50|      16.00000        3680.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0140 606.35                    6.000  EA  |      35.00000        210.00|      30.25000        181.50|      35.00000         210.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0150 606.754                   4.000  EA  |    1150.00000       4600.00|     275.00000       1100.00|     290.00000        1160.00
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0160 606.79                    4.000  EA  |    2000.00000       8000.00|    1950.00000       7800.00|    2000.00000        8000.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0170 610.16                  260.000  CY  |      55.00000      14300.00|      80.00000      20800.00|      60.00000       15600.00
  HEAVY RIPRAP                            |                            |                            |
0180 618.1401                  4.000  UN  |     100.00000        400.00|      60.00000        240.00|     130.00000         520.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 5
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011061.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416             |(   5   ) 000292            |(   6  ) 001954
                                          |T BUCK CONSTRUCTION INC.    |A H GROVER INC.             |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 619.1201                  4.000  UN  |      50.00000        200.00|      30.00000        120.00|     100.00000         400.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0200 619.1301                 40.000  CY  |      45.00000       1800.00|      40.00000       1600.00|      52.00000        2080.00
  BARK MULCH - PLAN QUANTITY              |                            |                            |
0210 620.54                  520.000  SY  |       2.50000       1300.00|       4.00000       2080.00|       2.70000        1404.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0220 620.58                  360.000  SY  |       1.85000        666.00|       3.00000       1080.00|       2.30000         828.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0230 620.65                  540.000  SY  |       6.95000       3753.00|       5.50000       2970.00|       5.80000        3132.00
  REINFORCEMENT GEOGRID                   |                            |                            |
0240 629.05                   10.000  HR  |      35.00000        350.00|      30.00000        300.00|      25.00000         250.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0250 631.12                   10.000  HR  |     100.00000       1000.00|     125.00000       1250.00|     100.00000        1000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0260 631.14                   10.000  HR  |     130.00000       1300.00|      85.00000        850.00|     100.00000        1000.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0270 631.172                  20.000  HR  |      55.00000       1100.00|      45.00000        900.00|      55.00000        1100.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0280 639.19                    1.000  EA  |    4875.00000       4875.00|    5000.00000       5000.00|    3500.00000        3500.00
  FIELD OFFICE TYPE B                     |                            |                            |
0290 652.38                   50.000  HR  |      18.00000        900.00|      18.00000        900.00|      20.00000        1000.00
  FLAGGER                                 |                            |                            |
0300 652.39                           LUMP|    8900.00000       8900.00|    3500.00000       3500.00|    8500.00000        8500.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0310 656.75                           LUMP|    3650.00000       3650.00|    5000.00000       5000.00|    3900.00000        3900.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0320 659.10                           LUMP|   25999.00000      25999.00|   19500.00000      19500.00|   25000.00000       25000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    299,499.00|             $    330,514.00|              $    333,654.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    299,499.00|             $    330,514.00|              $    333,654.00
====================================================================================================================================
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 6
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011061.00
                                                           =========
====================================================================================================================================
                                          |(   7  ) 000763             |(   8   ) 000116            |(      )
                                          |GENDRON & GENDRON, INC.     |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 203.20                  420.000  CY  |       8.75000       3675.00|      18.00000       7560.00|
  COMMON EXCAVATION                       |                            |                            |
0020 203.24                   10.000  CY  |      15.00000        150.00|      20.00000        200.00|
  COMMON BORROW                           |                            |                            |
0030 203.25                  440.000  CY  |      15.00000       6600.00|      28.00000      12320.00|
  GRANULAR BORROW                         |                            |                            |
0040 206.061                 149.000  CY  |      15.00000       2235.00|      20.00000       2980.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0050 304.10                  340.000  CY  |      20.00000       6800.00|      22.00000       7480.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.208                  82.000  T   |     135.30000      11094.60|     135.00000      11070.00|
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0070 403.213                  82.000  T   |     135.30000      11094.60|     136.00000      11152.00|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0080 409.15                   25.000  G   |      25.00000        625.00|      25.00000        625.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0090 502.331                   1.000  LS  |   15120.00000      15120.00|   25000.00000      25000.00|
  CONCRETE REINFORCING COLLAR             |                            |                            |
0100 509.19                21917.000  LS  |  150773.80000     150773.80|  127000.00000     127000.00|
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH                                    |                            |                            |
0110 511.07                           LUMP|   20600.00000      20600.00|   35000.00000      35000.00|
  COFFERDAM: DOWNSTREAM                   |                            |                            |
0120 511.07                           LUMP|   18200.00000      18200.00|   35000.00000      35000.00|
  COFFERDAM: UPSTREAM                     |                            |                            |
0130 606.17                  230.000  LF  |      21.00000       4830.00|      26.00000       5980.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0140 606.35                    6.000  EA  |      28.00000        168.00|      33.00000        198.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0150 606.754                   4.000  EA  |    1500.00000       6000.00|     500.00000       2000.00|
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0160 606.79                    4.000  EA  |    1800.00000       7200.00|    2000.00000       8000.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0170 610.16                  260.000  CY  |      47.00000      12220.00|      62.00000      16120.00|
  HEAVY RIPRAP                            |                            |                            |
0180 618.1401                  4.000  UN  |      99.00000        396.00|      99.00000        396.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 7
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011061.00
                                                           =========
====================================================================================================================================
                                          |(   7  ) 000763             |(   8   ) 000116            |(      )
                                          |GENDRON & GENDRON, INC.     |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 619.1201                  4.000  UN  |      48.00000        192.00|      48.00000        192.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0200 619.1301                 40.000  CY  |      40.00000       1600.00|      45.00000       1800.00|
  BARK MULCH - PLAN QUANTITY              |                            |                            |
0210 620.54                  520.000  SY  |       1.50000        780.00|       3.00000       1560.00|
  STABILIZATION GEOTEXTILE                |                            |                            |
0220 620.58                  360.000  SY  |       2.10000        756.00|       3.00000       1080.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0230 620.65                  540.000  SY  |       5.00000       2700.00|       5.00000       2700.00|
  REINFORCEMENT GEOGRID                   |                            |                            |
0240 629.05                   10.000  HR  |      30.00000        300.00|      32.00000        320.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0250 631.12                   10.000  HR  |      95.00000        950.00|      75.00000        750.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0260 631.14                   10.000  HR  |     125.00000       1250.00|     110.00000       1100.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0270 631.172                  20.000  HR  |      48.00000        960.00|      50.00000       1000.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0280 639.19                    1.000  EA  |    2000.00000       2000.00|   10000.00000      10000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0290 652.38                   50.000  HR  |      15.00000        750.00|      20.00000       1000.00|
  FLAGGER                                 |                            |                            |
0300 652.39                           LUMP|   16500.00000      16500.00|   13500.00000      13500.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0310 656.75                           LUMP|    6200.00000       6200.00|   15000.00000      15000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0320 659.10                           LUMP|   27280.00000      27280.00|   39000.00000      39000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    340,000.00|             $    397,083.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    340,000.00|             $    397,083.00|              $
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