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     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 1
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00                                     COMPLETION DATE : 09/03/04
                                                           =========
   PROJECT(S):  010210.00               LOCATION(S): JEFFERSON - WHITEFIELD - PITTSTONINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1065(400)X                       WHITEFIELD
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $  2,714,186.54     100.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $  2,719,113.20     100.1815%
   3   000855         BRIDGECORP                                                             $  2,725,622.10     100.4213%
   4   000164         C P M CONSTRUCTORS                                                     $  2,946,011.10     108.5412%
   5   000403         PRATT & SONS INC.                                                      $  3,311,906.20     122.0221%
====================================================================================================================================
                                          |(   1  ) 000059             |(   2  ) 000022             |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    6.000  EA  |     425.00000       2550.00|     450.00000       2700.00|     800.00000        4800.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    6.000  EA  |     200.00000       1200.00|     200.00000       1200.00|     300.00000        1800.00
  REMOVING STUMP                          |                            |                            |
0030 202.202                 350.000  M2  |      15.00000       5250.00|      12.00000       4200.00|      15.00000        5250.00
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                 486.000  M2  |      21.50000      10449.00|      12.00000       5832.00|      21.50000       10449.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.2001              10500.000  M3  |       8.76000      91980.00|      12.00000     126000.00|       9.00000       94500.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0060 203.21                  300.000  M3  |      85.02000      25506.00|     125.00000      37500.00|      75.00000       22500.00
  ROCK EXCAVATION                         |                            |                            |
0070 203.25                 5380.000  M3  |       1.00000       5380.00|      18.00000      96840.00|       0.01000          53.80
  GRANULAR BORROW                         |                            |                            |
0080 204.41                18321.000  M2  |       4.75000      87024.75|       4.20000      76948.20|      12.00000      219852.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0090 211.21                 1300.000  M   |       8.86000      11518.00|      10.00000      13000.00|      12.00000       15600.00
  INSLOPE REHABILITATION                  |                            |                            |
0100 211.22                  369.000  M   |      14.11000       5206.59|      10.00000       3690.00|       7.00000        2583.00
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 2
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000022            |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.30                 6541.000  M   |       9.84000      64363.44|      11.00000      71951.00|      12.00000       78492.00
  DITCH EXCAVATION                        |                            |                            |
0120 211.40                 2070.000  M   |      14.76000      30553.20|      12.00000      24840.00|      12.00000       24840.00
  NEW DITCH EXCAVATION                    |                            |                            |
0130 304.103                 300.000  M3  |      31.78000       9534.00|      24.00000       7200.00|      25.00000        7500.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0140 304.104               21650.000  M3  |      22.56000     488424.00|      19.00000     411350.00|      18.00000      389700.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0150 310.23                67460.000  M2  |       5.15000     347419.00|       6.35000     428371.00|       5.15000      347419.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  75 MM DEPTH                             |                            |                            |
0160 403.209                 129.320  MG  |     105.00000      13578.60|     100.00000      12932.00|     135.00000       17458.20
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.210                7590.000  MG  |      41.80000     317262.00|      46.75000     354832.50|      41.80000      317262.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0180 403.211                2400.000  MG  |      41.30000      99120.00|      46.75000     112200.00|      41.30000       99120.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0190 403.213                6430.000  MG  |      40.70000     261701.00|      46.50000     298995.00|      40.70000      261701.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0200 409.15                15500.000  L   |       0.90000      13950.00|       1.30000      20150.00|       0.90000       13950.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 411.09                  130.000  M3  |      57.88000       7524.40|      55.00000       7150.00|      65.00000        8450.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
0220 603.16                  340.000  M   |      84.65000      28781.00|     110.00000      37400.00|      75.00000       25500.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.17                   50.000  M   |      95.14000       4757.00|     117.00000       5850.00|     120.00000        6000.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.179                 570.000  M   |     260.50000     148485.00|     175.00000      99750.00|     150.00000       85500.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.199                  42.500  M   |     228.84000       9725.70|     220.00000       9350.00|     200.00000        8500.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0270 605.09                   20.000  M   |      50.00000       1000.00|     120.00000       2400.00|     100.00000        2000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0280 606.1722                  4.000  EA  |    1050.00000       4200.00|     840.00000       3360.00|     800.00000        3200.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0290 606.178                  11.400  M   |     419.95000       4787.43|     495.00000       5643.00|      19.00000         216.60
  GUARDRAIL BEAM                          |                            |                            |
0300 606.23                  206.000  M   |      40.19000       8279.14|      36.00000       7416.00|      33.00000        6798.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 3
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000022            |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.231                   8.000  M   |      47.57000        380.56|      38.00000        304.00|      33.00000         264.00
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0320 606.232                   8.000  M   |      47.57000        380.56|      38.00000        304.00|      33.00000         264.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0330 606.265                   2.000  EA  |      26.25000         52.50|      37.00000         74.00|      50.00000         100.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0340 606.35                   12.000  EA  |      26.25000        315.00|      26.00000        312.00|      25.00000         300.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0350 606.47                   30.000  EA  |      26.25000        787.50|      26.00000        780.00|      35.00000        1050.00
  SINGLE WOOD POST                        |                            |                            |
0360 606.51                    2.000  EA  |     262.50000        525.00|      80.00000        160.00|     200.00000         400.00
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0370 606.754                   5.000  EA  |     990.00000       4950.00|     900.00000       4500.00|     900.00000        4500.00
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0380 606.79                    5.000  EA  |    1420.00000       7100.00|    1450.00000       7250.00|    1500.00000        7500.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0390 607.10                  100.000  M   |      36.91000       3691.00|      35.00000       3500.00|      35.00000        3500.00
  BARBED WIRE FENCE - WOOD POSTS          |                            |                            |
0400 609.31                  176.000  M   |      15.00000       2640.00|      16.00000       2816.00|       7.00000        1232.00
  CURB TYPE 3                             |                            |                            |
0410 609.311                 488.000  M   |      15.25000       7442.00|      20.00000       9760.00|       8.00000        3904.00
  SPECIAL CURB - CAPE COD DESIGN          |                            |                            |
0420 610.08                   20.400  M3  |      45.00000        918.00|      80.00000       1632.00|     100.00000        2040.00
  PLAIN RIPRAP                            |                            |                            |
0430 610.18                  500.000  M3  |      50.00000      25000.00|      55.00000      27500.00|      50.00000       25000.00
  STONE DITCH PROTECTION                  |                            |                            |
0440 613.319               10962.000  M2  |       0.96000      10523.52|       2.00000      21924.00|       2.75000       30145.50
  EROSION CONTROL BLANKET                 |                            |                            |
0450 615.07                   75.000  M3  |      60.00000       4500.00|      36.00000       2700.00|      35.00000        2625.00
  LOAM                                    |                            |                            |
0460 618.1401                550.000  UN  |      13.00000       7150.00|      13.45000       7397.50|      20.00000       11000.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0470 619.1201                550.000  UN  |       6.50000       3575.00|       6.00000       3300.00|      10.00000        5500.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0480 620.58                 2100.000  M2  |       0.78000       1638.00|       2.70000       5670.00|       3.00000        6300.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0490 621.025                  18.000  EA  |      90.00000       1620.00|     125.00000       2250.00|      80.00000        1440.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 4
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000022            |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 621.026                  12.000  EA  |     158.00000       1896.00|     199.00000       2388.00|     110.00000        1320.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0510 621.126                   6.000  EA  |     125.00000        750.00|     200.00000       1200.00|     110.00000         660.00
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
0520 621.178                   7.000  EA  |     150.00000       1050.00|     210.00000       1470.00|     110.00000         770.00
  MEDIUM DECIDUOUS TREES (1800 MM - 2400  |                            |                            |
  MM) GROUP A                             |                            |                            |
0530 621.546                  12.000  EA  |      45.00000        540.00|      78.00000        936.00|      40.00000         480.00
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0540 627.76                           LUMP|    5600.00000       5600.00|    5000.00000       5000.00|    5000.00000        5000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0550 629.05                   50.000  HR  |      45.00000       2250.00|      23.00000       1150.00|      20.00000        1000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0560 631.111                  30.000  HR  |     275.00000       8250.00|     180.00000       5400.00|     150.00000        4500.00
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
0570 631.12                   50.000  HR  |     135.00000       6750.00|      95.00000       4750.00|     100.00000        5000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0580 631.131                  10.000  HR  |     115.00000       1150.00|      65.00000        650.00|      60.00000         600.00
  SMALL BULLDOZER-GRADER (INCLUDING       |                            |                            |
  OPERATOR)                               |                            |                            |
0590 631.14                   25.000  HR  |     135.00000       3375.00|      85.00000       2125.00|      90.00000        2250.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0600 631.172                 100.000  HR  |      70.00000       7000.00|      42.00000       4200.00|      45.00000        4500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0610 631.18                   40.000  HR  |      45.00000       1800.00|      30.00000       1200.00|      25.00000        1000.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0620 631.32                   20.000  HR  |     300.00000       6000.00|     150.00000       3000.00|     150.00000        3000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0630 639.19                    1.000  EA  |    7500.00000       7500.00|    7000.00000       7000.00|    5000.00000        5000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0640 652.38                10000.000  HR  |      12.00000     120000.00|      14.00000     140000.00|       7.00000       70000.00
  FLAGGER                                 |                            |                            |
0650 652.39                           LUMP|   75000.00000      75000.00|   40000.00000      40000.00|   10000.00000       10000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0660 656.75                           LUMP|   20000.00000      20000.00|   40000.00000      40000.00|   10000.00000       10000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 5
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000022            |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 658.20                   11.500  M2  |      50.23000        577.65|      40.00000        460.00|      42.00000         483.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0680 659.10                           LUMP|  250000.00000     250000.00|   65000.00000      65000.00|  410000.00000      410000.00
  MOBILIZATION                            |                            |                            |
0690 660.21                 2000.000  HR  |       1.00000       2000.00|       1.00000       2000.00|       1.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,714,186.54|             $  2,719,113.20|              $  2,725,622.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,714,186.54|             $  2,719,113.20|              $  2,725,622.10
====================================================================================================================================
     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 6
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000403            |(      )
                                          |C P M CONSTRUCTORS          |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    6.000  EA  |     350.00000       2100.00|     450.00000       2700.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    6.000  EA  |     350.00000       2100.00|     200.00000       1200.00|
  REMOVING STUMP                          |                            |                            |
0030 202.202                 350.000  M2  |      20.00000       7000.00|      18.50000       6475.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                 486.000  M2  |      25.00000      12150.00|      26.50000      12879.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.2001              10500.000  M3  |      12.50000     131250.00|      12.75000     133875.00|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0060 203.21                  300.000  M3  |     125.00000      37500.00|     110.00000      33000.00|
  ROCK EXCAVATION                         |                            |                            |
0070 203.25                 5380.000  M3  |      10.00000      53800.00|      26.50000     142570.00|
  GRANULAR BORROW                         |                            |                            |
0080 204.41                18321.000  M2  |       6.00000     109926.00|      14.50000     265654.50|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0090 211.21                 1300.000  M   |       8.00000      10400.00|       5.30000       6890.00|
  INSLOPE REHABILITATION                  |                            |                            |
0100 211.22                  369.000  M   |      12.00000       4428.00|      15.00000       5535.00|
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0110 211.30                 6541.000  M   |       8.00000      52328.00|      10.50000      68680.50|
  DITCH EXCAVATION                        |                            |                            |
0120 211.40                 2070.000  M   |      12.00000      24840.00|      15.80000      32706.00|
  NEW DITCH EXCAVATION                    |                            |                            |
0130 304.103                 300.000  M3  |      26.50000       7950.00|      50.00000      15000.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0140 304.104               21650.000  M3  |      22.00000     476300.00|      26.50000     573725.00|
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0150 310.23                67460.000  M2  |       6.50000     438490.00|       7.25000     489085.00|
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  75 MM DEPTH                             |                            |                            |
0160 403.209                 129.320  MG  |     105.00000      13578.60|     105.00000      13578.60|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.210                7590.000  MG  |      41.80000     317262.00|      41.80000     317262.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 7
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000403            |(      )
                                          |C P M CONSTRUCTORS          |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.211                2400.000  MG  |      41.30000      99120.00|      41.30000      99120.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0190 403.213                6430.000  MG  |      40.70000     261701.00|      40.70000     261701.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0200 409.15                15500.000  L   |       1.00000      15500.00|       1.00000      15500.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 411.09                  130.000  M3  |      55.00000       7150.00|      60.00000       7800.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
0220 603.16                  340.000  M   |      90.00000      30600.00|      63.00000      21420.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.17                   50.000  M   |      95.00000       4750.00|      64.00000       3200.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.179                 570.000  M   |     185.00000     105450.00|     194.00000     110580.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.199                  42.500  M   |     250.00000      10625.00|     352.00000      14960.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0270 605.09                   20.000  M   |      75.00000       1500.00|     115.00000       2300.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0280 606.1722                  4.000  EA  |    1000.00000       4000.00|    1100.00000       4400.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0290 606.178                  11.400  M   |      25.00000        285.00|      24.00000        273.60|
  GUARDRAIL BEAM                          |                            |                            |
0300 606.23                  206.000  M   |      45.00000       9270.00|      52.25000      10763.50|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0310 606.231                   8.000  M   |      45.00000        360.00|      52.25000        418.00|
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0320 606.232                   8.000  M   |      45.00000        360.00|      52.25000        418.00|
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0330 606.265                   2.000  EA  |      55.00000        110.00|      60.00000        120.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0340 606.35                   12.000  EA  |      30.00000        360.00|      30.00000        360.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0350 606.47                   30.000  EA  |      40.00000       1200.00|      40.00000       1200.00|
  SINGLE WOOD POST                        |                            |                            |
0360 606.51                    2.000  EA  |     225.00000        450.00|     245.00000        490.00|
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0370 606.754                   5.000  EA  |    1100.00000       5500.00|     800.00000       4000.00|
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0380 606.79                    5.000  EA  |    2000.00000      10000.00|    2300.00000      11500.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 8
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000403            |(      )
                                          |C P M CONSTRUCTORS          |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 607.10                  100.000  M   |      40.00000       4000.00|      60.00000       6000.00|
  BARBED WIRE FENCE - WOOD POSTS          |                            |                            |
0400 609.31                  176.000  M   |      12.00000       2112.00|      12.00000       2112.00|
  CURB TYPE 3                             |                            |                            |
0410 609.311                 488.000  M   |      15.00000       7320.00|      12.00000       5856.00|
  SPECIAL CURB - CAPE COD DESIGN          |                            |                            |
0420 610.08                   20.400  M3  |      75.00000       1530.00|     135.00000       2754.00|
  PLAIN RIPRAP                            |                            |                            |
0430 610.18                  500.000  M3  |      55.00000      27500.00|      55.00000      27500.00|
  STONE DITCH PROTECTION                  |                            |                            |
0440 613.319               10962.000  M2  |       1.50000      16443.00|       2.50000      27405.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0450 615.07                   75.000  M3  |      65.00000       4875.00|      61.00000       4575.00|
  LOAM                                    |                            |                            |
0460 618.1401                550.000  UN  |      15.00000       8250.00|      14.00000       7700.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0470 619.1201                550.000  UN  |       7.00000       3850.00|       6.00000       3300.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0480 620.58                 2100.000  M2  |       1.50000       3150.00|       2.00000       4200.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0490 621.025                  18.000  EA  |      95.00000       1710.00|     155.00000       2790.00|
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0500 621.026                  12.000  EA  |     175.00000       2100.00|     245.00000       2940.00|
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0510 621.126                   6.000  EA  |     150.00000        900.00|     245.00000       1470.00|
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
0520 621.178                   7.000  EA  |     225.00000       1575.00|     260.00000       1820.00|
  MEDIUM DECIDUOUS TREES (1800 MM - 2400  |                            |                            |
  MM) GROUP A                             |                            |                            |
0530 621.546                  12.000  EA  |      45.00000        540.00|      96.00000       1152.00|
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0540 627.76                           LUMP|    9500.00000       9500.00|   12000.00000      12000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0550 629.05                   50.000  HR  |      35.00000       1750.00|      38.00000       1900.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0560 631.111                  30.000  HR  |     200.00000       6000.00|     280.00000       8400.00|
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
     LETTING DATE : 10/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/29/03
                                                                                                                   PAGE : 9
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 010210.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000403            |(      )
                                          |C P M CONSTRUCTORS          |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 631.12                   50.000  HR  |     110.00000       5500.00|      95.00000       4750.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0580 631.131                  10.000  HR  |      95.00000        950.00|     115.00000       1150.00|
  SMALL BULLDOZER-GRADER (INCLUDING       |                            |                            |
  OPERATOR)                               |                            |                            |
0590 631.14                   25.000  HR  |     135.00000       3375.00|     115.00000       2875.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0600 631.172                 100.000  HR  |      50.00000       5000.00|      46.00000       4600.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0610 631.18                   40.000  HR  |      45.00000       1800.00|      40.00000       1600.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0620 631.32                   20.000  HR  |     300.00000       6000.00|     175.00000       3500.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0630 639.19                    1.000  EA  |    9500.00000       9500.00|    7200.00000       7200.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0640 652.38                10000.000  HR  |      15.00000     150000.00|      17.00000     170000.00|
  FLAGGER                                 |                            |                            |
0650 652.39                           LUMP|   53900.00000      53900.00|   38500.00000      38500.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0660 656.75                           LUMP|   42900.00000      42900.00|   53000.00000      53000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0670 658.20                   11.500  M2  |      45.00000        517.50|      45.00000        517.50|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0680 659.10                           LUMP|  293750.00000     293750.00|  205000.00000     205000.00|
  MOBILIZATION                            |                            |                            |
0690 660.21                 2000.000  HR  |       0.01000         20.00|       2.00000       4000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,946,011.10|             $  3,311,906.20|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,946,011.10|             $  3,311,906.20|              $
====================================================================================================================================