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     LETTING DATE : 06/08/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/08/05
                                                                                                                   PAGE : 1
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 011382.00                                     COMPLETION DATE : 11/04/05
                                                           =========
   PROJECT(S):  STP-1138(200)X          LOCATION(S): WYMAN TWP-CARRABASSETT VALLEY  MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1226(300)X                       CARRABASSETT VALLEY-KINGFIELD
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  WYMAN TWP-CARRABASSETT VALLEY, HIGHWAY IMPROVEMENTS                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                     $  2,190,099.20     100.0000%
   2   000855         BRIDGECORP                                                             $  2,213,243.88     101.0568%
====================================================================================================================================
                                          |(   1  ) 000164             |(   2  ) 000855             |(      )
                                          |C P M CONSTRUCTORS          |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   CATEGORY NUMBER 0001
                                          |                            |                            |
0010 202.203                 996.000  SY  |      17.50000      17430.00|      20.28000      20198.88|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.2001               4755.000  CY  |      15.00000      71325.00|      10.00000      47550.00|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0030 204.20                11296.000  SY  |       4.00000      45184.00|       4.50000      50832.00|
  ADD SHOULDER AGGREGATE TO EXISTING      |                            |                            |
  SHOULDER, PLAN QUANTITY                 |                            |                            |
0040 204.41                29285.000  SY  |       5.00000     146425.00|       4.75000     139103.75|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 211.20                 1276.000  LF  |       4.00000       5104.00|       3.75000       4785.00|
  INSLOPE EXCAVATION                      |                            |                            |
0060 211.22                  281.000  LF  |      10.00000       2810.00|       5.00000       1405.00|
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0070 211.30                 7136.000  LF  |       4.00000      28544.00|       6.00000      42816.00|
  DITCH EXCAVATION                        |                            |                            |
0080 304.104                3461.000  CY  |      22.50000      77872.50|      24.25000      83929.25|
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0090 403.209                 100.000  T   |      95.00000       9500.00|     105.00000      10500.00|
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0100 403.210                7773.000  T   |      41.55000     322968.15|      46.82000     363931.86|
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0110 403.211                6507.000  T   |      43.65000     284030.55|      50.02000     325480.14|
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
     LETTING DATE : 06/08/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/08/05
                                                                                                                   PAGE : 2
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 011382.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000855            |(      )
                                          |C P M CONSTRUCTORS          |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.213                1400.000  T   |      42.90000      60060.00|      48.89000      68446.00|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0130 409.15                 4570.000  G   |       4.05000      18508.50|       5.00000      22850.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0140 411.10                  200.000  CY  |      75.00000      15000.00|      62.50000      12500.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0150 508.13                  115.000  LS  |    6000.00000       6000.00|    5000.00000       5000.00|
  MEMBRANE WATERPROOFING                  |                            |                            |
0160 526.301                   1.000  LS  |   15000.00000      15000.00|   17500.00000      17500.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0170 534.71                    1.000  LS  |   85000.00000      85000.00|   75000.00000      75000.00|
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0180 603.16                  548.000  LF  |      30.00000      16440.00|      20.00000      10960.00|
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0190 603.169                  97.000  LF  |     170.00000      16490.00|     130.00000      12610.00|
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
0200 603.179                 492.000  LF  |     175.00000      86100.00|      75.00000      36900.00|
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0210 603.199                  96.000  LF  |     200.00000      19200.00|     110.00000      10560.00|
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0220 603.219                  20.000  LF  |     225.00000       4500.00|     175.00000       3500.00|
  36 INCH CULVERT PIPE OPTION III         |                            |                            |
0230 603.239                   8.000  LF  |     525.00000       4200.00|     260.00000       2080.00|
  48 INCH CULVERT PIPE OPTION III         |                            |                            |
0240 605.09                  960.000  LF  |      25.00000      24000.00|      21.25000      20400.00|
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0250 605.10                   40.000  LF  |      30.00000       1200.00|      25.00000       1000.00|
  6 INCH UNDERDRAIN OUTLET                |                            |                            |
0260 606.178                 150.000  LF  |       8.25000       1237.50|       8.75000       1312.50|
  GUARDRAIL BEAM                          |                            |                            |
0270 606.23                 9939.000  LF  |      15.00000     149085.00|      15.25000     151569.75|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0280 606.232                 250.000  LF  |      18.00000       4500.00|      16.75000       4187.50|
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                            |                            |
0290 606.265                  10.000  EA  |      30.00000        300.00|     400.00000       4000.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0300 606.35                  115.000  EA  |      30.00000       3450.00|      37.50000       4312.50|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0310 606.754                  50.000  EA  |    2900.00000     145000.00|    1150.00000      57500.00|
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
     LETTING DATE : 06/08/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/08/05
                                                                                                                   PAGE : 3
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 011382.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000855            |(      )
                                          |C P M CONSTRUCTORS          |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.79                   50.000  EA  |    1800.00000      90000.00|    2000.00000     100000.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0330 609.31                  350.000  LF  |       7.00000       2450.00|       7.50000       2625.00|
  CURB TYPE 3                             |                            |                            |
0340 610.08                  150.000  CY  |      55.00000       8250.00|      75.00000      11250.00|
  PLAIN RIPRAP                            |                            |                            |
0350 610.16                  176.000  CY  |      55.00000       9680.00|      90.00000      15840.00|
  HEAVY RIPRAP                            |                            |                            |
0360 613.319                3615.000  SY  |       2.00000       7230.00|       1.25000       4518.75|
  EROSION CONTROL BLANKET                 |                            |                            |
0370 620.58                  510.000  SY  |       3.00000       1530.00|       1.50000        765.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0380 629.05                   50.000  HR  |      35.00000       1750.00|      45.00000       2250.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0390 631.12                   30.000  HR  |     125.00000       3750.00|     135.00000       4050.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0400 631.14                   10.000  HR  |     135.00000       1350.00|     135.00000       1350.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0410 631.172                  40.000  HR  |      50.00000       2000.00|      65.00000       2600.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0420 631.18                   40.000  HR  |      45.00000       1800.00|      75.00000       3000.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0430 631.28                   10.000  HR  |      70.00000        700.00|     150.00000       1500.00|
  BRUSH CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0440 631.32                   20.000  HR  |     350.00000       7000.00|     300.00000       6000.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0450 639.19                    1.000  EA  |    6000.00000       6000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0460 643.72                           LUMP|    5500.00000       5500.00|    6000.00000       6000.00|
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0470 652.38                 4050.000  HR  |      16.00000      64800.00|      15.50000      62775.00|
  FLAGGER                                 |                            |                            |
0480 652.39                           LUMP|   65000.00000      65000.00|   95000.00000      95000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0490 656.75                           LUMP|   35745.00000      35745.00|   55000.00000      55000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0500 659.10                           LUMP|  189000.00000     189000.00|  220000.00000     220000.00|
  MOBILIZATION                            |                            |                            |
0510 660.21                 1000.000  HR  |       0.10000        100.00|       1.00000       1000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,190,099.20|             $  2,213,243.88|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,190,099.20|             $  2,213,243.88|              $
====================================================================================================================================