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     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/07/02
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010210.10                                     COMPLETION DATE : 08/16/03
                                                          =========
   PROJECT(S):  010210.10               COUNTIE(S) : LINCOLN                        MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1064(500) X
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  1,358,092.95     100.0000%
   2   000059         PIKE INDUSTRIES, INC.                                                  $  1,623,975.50     119.5776%
   3   000164         C P M CONSTRUCTORS                                                     $  1,781,158.00     131.1514%
   4   000855         BRIDGECORP                                                             $  1,878,794.70     138.3407%
   5   000529         BARRETT PAVING MATERIALS, INC.                                         $  2,227,307.50     164.0026%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000059             |(   3  ) 000164
                                          |THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC.       |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                   30.000  EA  |     300.00000       9000.00|     375.00000      11250.00|     400.00000       12000.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                   30.000  EA  |     200.00000       6000.00|     270.00000       8100.00|     200.00000        6000.00
  REMOVING STUMP                          |                            |                            |
0030 202.203                 112.000  M2  |      15.00000       1680.00|      25.00000       2800.00|      30.00000        3360.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.2001               2750.000  M3  |       6.00000      16500.00|      10.75000      29562.50|      17.00000       46750.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0050 203.2021               5410.000  M   |       6.50000      35165.00|       9.00000      48690.00|      12.50000       67625.00
  INSLOPE REHABILITATION                  |                            |                            |
0060 203.203                5410.000  M   |       9.50000      51395.00|      11.00000      59510.00|      12.50000       67625.00
  DITCH EXCAVATION                        |                            |                            |
0070 203.21                  500.000  M3  |      60.00000      30000.00|      60.00000      30000.00|      70.00000       35000.00
  ROCK EXCAVATION                         |                            |                            |
0080 204.41                 3040.000  M2  |       4.00000      12160.00|       4.50000      13680.00|      18.00000       54720.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0090 304.103                1250.000  M3  |      17.00000      21250.00|      27.50000      34375.00|      25.00000       31250.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0100 304.104                8170.000  M3  |      15.75000     128677.50|      22.00000     179740.00|      23.00000      187910.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/07/02
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010210.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000059            |(   3  ) 000164
                                          |THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC.       |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 307.32                24760.000  M2  |       1.95000      48282.00|       1.40000      34664.00|       2.50000       61900.00
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0120 403.209                 100.000  MG  |      90.00000       9000.00|      85.00000       8500.00|      85.00000        8500.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210                3800.000  MG  |      40.00000     152000.00|      38.00000     144400.00|      38.50000      146300.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.211                2900.000  MG  |      39.00000     113100.00|      38.00000     110200.00|      38.50000      111650.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 403.213                7000.000  MG  |      39.00000     273000.00|      38.00000     266000.00|      38.50000      269500.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0160 409.15                 7120.000  L   |       1.30000       9256.00|       0.90000       6408.00|       0.90000        6408.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0170 411.09                   40.500  M3  |      80.00000       3240.00|      60.00000       2430.00|      75.00000        3037.50
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
0180 509.55                           LUMP|  115000.00000     115000.00|  130000.00000     130000.00|  160000.00000      160000.00
  STRUCTURAL PLATE PIPE/ PIPE ARCH -      |                            |                            |
  REPLACEMENT                             |                            |                            |
0190 603.16                   78.600  M   |      95.00000       7467.00|      85.00000       6681.00|      60.00000        4716.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0200 603.17                   31.000  M   |     103.00000       3193.00|     115.00000       3565.00|      80.00000        2480.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.179                 163.100  M   |     167.00000      27237.70|     325.00000      53007.50|     100.00000       16310.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0220 605.09                   10.000  M   |      90.00000        900.00|      90.00000        900.00|     130.00000        1300.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0230 606.17                  130.000  M   |      36.00000       4680.00|      37.50000       4875.00|      36.00000        4680.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0240 606.35                    9.000  EA  |      30.00000        270.00|      35.00000        315.00|      30.00000         270.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0250 606.364                 160.000  M   |      28.00000       4480.00|      30.00000       4800.00|      28.00000        4480.00
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0260 606.47                   20.000  EA  |      20.00000        400.00|      25.00000        500.00|      20.00000         400.00
  SINGLE WOOD POST                        |                            |                            |
0270 606.752                   6.000  EA  |     900.00000       5400.00|     975.00000       5850.00|     800.00000        4800.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0280 606.76                    6.000  EA  |    1300.00000       7800.00|    1400.00000       8400.00|    1400.00000        8400.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/07/02
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010210.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000059            |(   3  ) 000164
                                          |THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC.       |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 607.10                  190.000  M   |      10.00000       1900.00|      12.00000       2280.00|      12.00000        2280.00
  BARBED WIRE FENCE - WOOD POSTS          |                            |                            |
0300 609.31                  167.000  M   |      16.00000       2672.00|      15.00000       2505.00|      12.00000        2004.00
  CURB TYPE 3                             |                            |                            |
0310 610.08                   50.000  M3  |      80.00000       4000.00|      65.00000       3250.00|      60.00000        3000.00
  PLAIN RIPRAP                            |                            |                            |
0320 610.18                   55.000  M3  |      60.00000       3300.00|      65.00000       3575.00|      60.00000        3300.00
  STONE DITCH PROTECTION                  |                            |                            |
0330 613.319                6490.000  M2  |       1.80000      11682.00|       1.25000       8112.50|       1.50000        9735.00
  EROSION CONTROL BLANKET                 |                            |                            |
0340 618.1401                275.000  UN  |      14.00000       3850.00|      14.00000       3850.00|      14.00000        3850.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0350 619.1201                275.000  UN  |       6.25000       1718.75|       7.00000       1925.00|       6.50000        1787.50
  MULCH - PLAN QUANTITY                   |                            |                            |
0360 620.58                 1820.000  M2  |       2.60000       4732.00|       1.25000       2275.00|       1.50000        2730.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0370 627.76                           LUMP|   12000.00000      12000.00|    7500.00000       7500.00|   10000.00000       10000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0380 629.05                   40.000  MH  |      22.00000        880.00|      30.00000       1200.00|      25.00000        1000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0390 631.111                  40.000  HR  |     200.00000       8000.00|     275.00000      11000.00|     135.00000        5400.00
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
0400 631.12                   50.000  HR  |      90.00000       4500.00|     110.00000       5500.00|      85.00000        4250.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0410 631.14                   25.000  HR  |      75.00000       1875.00|     115.00000       2875.00|     110.00000        2750.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0420 631.172                 100.000  HR  |      42.00000       4200.00|      50.00000       5000.00|      45.00000        4500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0430 631.18                   40.000  HR  |      27.00000       1080.00|     100.00000       4000.00|     110.00000        4400.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0440 631.20                   16.000  HR  |      75.00000       1200.00|     200.00000       3200.00|     150.00000        2400.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0450 631.32                   10.000  HR  |     100.00000       1000.00|     200.00000       2000.00|     150.00000        1500.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0460 639.19                    1.000  EA  |    5000.00000       5000.00|    8000.00000       8000.00|   10000.00000       10000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0470 652.31                   10.000  EA  |      25.00000        250.00|      65.00000        650.00|      50.00000         500.00
  TYPE I BARRICADE                        |                            |                            |
0480 652.33                   30.000  EA  |      60.00000       1800.00|      55.00000       1650.00|      55.00000        1650.00
  DRUM                                    |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/07/02
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010210.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000059            |(   3  ) 000164
                                          |THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC.       |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.34                   60.000  EA  |      15.00000        900.00|      15.00000        900.00|      20.00000        1200.00
  CONE                                    |                            |                            |
0500 652.35                   90.000  M2  |      88.00000       7920.00|      70.00000       6300.00|     110.00000        9900.00
  CONSTRUCTION SIGNS                      |                            |                            |
0510 652.36                  171.000  CD  |     100.00000      17100.00|     275.00000      47025.00|     150.00000       25650.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0520 652.38                 5000.000  MH  |      19.00000      95000.00|      14.00000      70000.00|      18.00000       90000.00
  FLAGGER                                 |                            |                            |
0530 656.75                           LUMP|   10000.00000      10000.00|   29950.00000      29950.00|   25000.00000       25000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0540 659.10                           LUMP|   55000.00000      55000.00|  180250.00000     180250.00|  225000.00000      225000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,358,092.95|             $  1,623,975.50|              $  1,781,158.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,358,092.95|             $  1,623,975.50|              $  1,781,158.00
====================================================================================================================================
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/07/02
                                                                                                                   PAGE : 5
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010210.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000529            |(      )
                                          |BRIDGECORP                  |BARRETT PAVING MATERIALS, I |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                   30.000  EA  |     260.00000       7800.00|     278.25000       8347.50|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                   30.000  EA  |     120.00000       3600.00|     408.60000      12258.00|
  REMOVING STUMP                          |                            |                            |
0030 202.203                 112.000  M2  |      16.00000       1792.00|      29.45000       3298.40|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.2001               2750.000  M3  |       8.50000      23375.00|      23.65000      65037.50|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0050 203.2021               5410.000  M   |      11.00000      59510.00|      13.95000      75469.50|
  INSLOPE REHABILITATION                  |                            |                            |
0060 203.203                5410.000  M   |      11.00000      59510.00|      22.55000     121995.50|
  DITCH EXCAVATION                        |                            |                            |
0070 203.21                  500.000  M3  |      68.00000      34000.00|      32.40000      16200.00|
  ROCK EXCAVATION                         |                            |                            |
0080 204.41                 3040.000  M2  |       6.00000      18240.00|       5.30000      16112.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0090 304.103                1250.000  M3  |      20.00000      25000.00|      49.00000      61250.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0100 304.104                8170.000  M3  |      20.00000     163400.00|      25.95000     212011.50|
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0110 307.32                24760.000  M2  |       4.00000      99040.00|       3.70000      91612.00|
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0120 403.209                 100.000  MG  |     125.00000      12500.00|     101.70000      10170.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210                3800.000  MG  |      39.00000     148200.00|      44.40000     168720.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.211                2900.000  MG  |      39.00000     113100.00|      44.60000     129340.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 403.213                7000.000  MG  |      39.00000     273000.00|      43.00000     301000.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0160 409.15                 7120.000  L   |       1.50000      10680.00|       0.25000       1780.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0170 411.09                   40.500  M3  |      90.00000       3645.00|      81.95000       3318.98|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/07/02
                                                                                                                   PAGE : 6
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010210.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000529            |(      )
                                          |BRIDGECORP                  |BARRETT PAVING MATERIALS, I |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 509.55                           LUMP|  135000.00000     135000.00|  140161.75000     140161.75|
  STRUCTURAL PLATE PIPE/ PIPE ARCH -      |                            |                            |
  REPLACEMENT                             |                            |                            |
0190 603.16                   78.600  M   |      72.00000       5659.20|     106.35000       8359.11|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0200 603.17                   31.000  M   |     100.00000       3100.00|     168.00000       5208.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.179                 163.100  M   |     175.00000      28542.50|     302.55000      49345.91|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0220 605.09                   10.000  M   |     140.00000       1400.00|     137.65000       1376.50|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0230 606.17                  130.000  M   |      44.00000       5720.00|      35.60000       4628.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0240 606.35                    9.000  EA  |      36.00000        324.00|      28.15000        253.35|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0250 606.364                 160.000  M   |      34.00000       5440.00|      26.75000       4280.00|
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0260 606.47                   20.000  EA  |      25.00000        500.00|      33.75000        675.00|
  SINGLE WOOD POST                        |                            |                            |
0270 606.752                   6.000  EA  |    1100.00000       6600.00|     916.75000       5500.50|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0280 606.76                    6.000  EA  |    1600.00000       9600.00|    1575.00000       9450.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0290 607.10                  190.000  M   |      13.00000       2470.00|      44.30000       8417.00|
  BARBED WIRE FENCE - WOOD POSTS          |                            |                            |
0300 609.31                  167.000  M   |      23.00000       3841.00|      16.90000       2822.30|
  CURB TYPE 3                             |                            |                            |
0310 610.08                   50.000  M3  |     115.00000       5750.00|      69.60000       3480.00|
  PLAIN RIPRAP                            |                            |                            |
0320 610.18                   55.000  M3  |      65.00000       3575.00|      64.30000       3536.50|
  STONE DITCH PROTECTION                  |                            |                            |
0330 613.319                6490.000  M2  |       1.50000       9735.00|       1.80000      11682.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0340 618.1401                275.000  UN  |      18.00000       4950.00|      15.60000       4290.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0350 619.1201                275.000  UN  |      10.00000       2750.00|       7.05000       1938.75|
  MULCH - PLAN QUANTITY                   |                            |                            |
0360 620.58                 1820.000  M2  |       3.00000       5460.00|       1.05000       1911.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/07/02
                                                                                                                   PAGE : 7
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010210.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000529            |(      )
                                          |BRIDGECORP                  |BARRETT PAVING MATERIALS, I |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 627.76                           LUMP|    4000.00000       4000.00|    1047.80000       1047.80|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0380 629.05                   40.000  MH  |      22.00000        880.00|      33.85000       1354.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0390 631.111                  40.000  HR  |     230.00000       9200.00|     226.85000       9074.00|
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
0400 631.12                   50.000  HR  |     100.00000       5000.00|     128.65000       6432.50|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0410 631.14                   25.000  HR  |     100.00000       2500.00|     119.75000       2993.75|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0420 631.172                 100.000  HR  |      50.00000       5000.00|      42.20000       4220.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0430 631.18                   40.000  HR  |      25.00000       1000.00|     101.25000       4050.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0440 631.20                   16.000  HR  |     120.00000       1920.00|      84.40000       1350.40|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0450 631.32                   10.000  HR  |     150.00000       1500.00|     148.50000       1485.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0460 639.19                    1.000  EA  |    8500.00000       8500.00|   12375.00000      12375.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0470 652.31                   10.000  EA  |      80.00000        800.00|      63.80000        638.00|
  TYPE I BARRICADE                        |                            |                            |
0480 652.33                   30.000  EA  |      68.00000       2040.00|      63.80000       1914.00|
  DRUM                                    |                            |                            |
0490 652.34                   60.000  EA  |      18.00000       1080.00|      18.80000       1128.00|
  CONE                                    |                            |                            |
0500 652.35                   90.000  M2  |      78.00000       7020.00|     100.50000       9045.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0510 652.36                  171.000  CD  |      70.00000      11970.00|     710.45000     121486.95|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0520 652.38                 5000.000  MH  |      10.00000      50000.00|      23.70000     118500.00|
  FLAGGER                                 |                            |                            |
0530 656.75                           LUMP|   25000.00000      25000.00|   29956.85000      29956.85|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0540 659.10                           LUMP|  444576.00000     444576.00|  335019.70000     335019.70|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,878,794.70|             $  2,227,307.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,878,794.70|             $  2,227,307.50|              $
====================================================================================================================================