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     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 1
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012114.00                                     COMPLETION DATE : 11/05/04
                                                           =========
   PROJECT(S):  STP-1211(400)X          LOCATION(S): EASTON-FORT FAIRFIELD          MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  EASTON-FORT FAIRFIELD, CHIP                                                   NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000120         ED PELLETIER & SONS, CO.                                               $  1,149,138.00     100.0000%
   2   000022         LANE CONSTRUCTION CORP. (THE)                                          $  1,153,530.50     100.3822%
====================================================================================================================================
                                          |(   1  ) 000120             |(   2  ) 000022             |(      )
                                          |ED PELLETIER & SONS, CO.    |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 100.000  SY  |      15.00000       1500.00|      14.00000       1400.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.2001               8214.000  CY  |       8.00000      65712.00|       7.50000      61605.00|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0030 204.41                  470.000  SY  |      10.00000       4700.00|       8.00000       3760.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0040 205.41                  497.000  SY  |      12.00000       5964.00|       7.50000       3727.50|
  RECONSTRUCTION OF EXISTING SHOULDER     |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 211.20                 4100.000  LF  |       2.90000      11890.00|       4.00000      16400.00|
  INSLOPE EXCAVATION                      |                            |                            |
0060 211.30                 8590.000  LF  |       3.45000      29635.50|       5.00000      42950.00|
  DITCH EXCAVATION                        |                            |                            |
0070 304.103                 270.000  CY  |      20.00000       5400.00|      17.00000       4590.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0080 304.104                5963.000  CY  |      17.00000     101371.00|      17.00000     101371.00|
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0090 309.36                31520.000  SY  |       9.50000     299440.00|       9.15000     288408.00|
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                            |                            |
  6 INCH DEPTH                            |                            |                            |
0100 403.209                  10.000  T   |     130.00000       1300.00|     120.00000       1200.00|
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 2
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012114.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000120             |(   2   ) 000022            |(      )
                                          |ED PELLETIER & SONS, CO.    |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210                2380.000  T   |      51.00000     121380.00|      49.75000     118405.00|
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0120 403.211                 160.000  T   |      85.00000      13600.00|      80.00000      12800.00|
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0130 403.213                3080.000  T   |      50.00000     154000.00|      48.80000     150304.00|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0140 409.15                 1380.000  G   |       4.50000       6210.00|       4.25000       5865.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 411.10                   80.000  CY  |      20.00000       1600.00|      25.00000       2000.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0160 534.71                    1.000  LS  |   95000.00000      95000.00|   90000.00000      90000.00|
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0170 603.16                  226.000  LF  |      35.00000       7910.00|      28.00000       6328.00|
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0180 603.17                  216.000  LF  |      39.00000       8424.00|      32.00000       6912.00|
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0190 603.179                  94.000  LF  |      49.00000       4606.00|      70.00000       6580.00|
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0200 603.219                  50.000  LF  |     100.00000       5000.00|     100.00000       5000.00|
  36 INCH CULVERT PIPE OPTION III         |                            |                            |
0210 606.23                  300.000  LF  |      17.50000       5250.00|      16.00000       4800.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0220 606.232                  25.000  LF  |      17.50000        437.50|      22.00000        550.00|
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                            |                            |
0230 606.265                   1.000  EA  |      65.00000         65.00|      22.00000         22.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0240 606.35                    8.000  EA  |      35.50000        284.00|      20.00000        160.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0250 606.79                    3.000  EA  |    1850.00000       5550.00|    2000.00000       6000.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0260 610.08                  120.000  CY  |      40.00000       4800.00|      40.00000       4800.00|
  PLAIN RIPRAP                            |                            |                            |
0270 613.319                4830.000  SY  |       1.80000       8694.00|       2.00000       9660.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0280 615.07                   40.000  CY  |      25.00000       1000.00|      30.00000       1200.00|
  LOAM                                    |                            |                            |
0290 618.1301                  6.000  UN  |      25.00000        150.00|      25.00000        150.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0300 618.1401                308.000  UN  |      20.00000       6160.00|      20.00000       6160.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 3
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012114.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000120             |(   2   ) 000022            |(      )
                                          |ED PELLETIER & SONS, CO.    |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 619.1201                314.000  UN  |      15.00000       4710.00|      12.00000       3768.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 620.54                  270.000  SY  |       3.50000        945.00|       4.00000       1080.00|
  STABILIZATION GEOTEXTILE                |                            |                            |
0330 620.58                  100.000  SY  |       4.00000        400.00|       5.00000        500.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.76                           LUMP|    2500.00000       2500.00|    5000.00000       5000.00|
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0350 629.05                   25.000  HR  |      25.00000        625.00|      35.00000        875.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0360 631.10                    5.000  HR  |      45.00000        225.00|      40.00000        200.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0370 631.11                    5.000  HR  |      35.00000        175.00|      40.00000        200.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0380 631.12                   30.000  HR  |      90.00000       2700.00|      95.00000       2850.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0390 631.172                  50.000  HR  |      55.00000       2750.00|      55.00000       2750.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0400 631.18                    5.000  HR  |      35.00000        175.00|      40.00000        200.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0410 639.19                    1.000  EA  |    5000.00000       5000.00|    9000.00000       9000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0420 652.38                 1500.000  HR  |      14.60000      21900.00|      16.00000      24000.00|
  FLAGGER                                 |                            |                            |
0430 652.39                           LUMP|   20000.00000      20000.00|   25000.00000      25000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0440 656.75                           LUMP|   20000.00000      20000.00|   25000.00000      25000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0450 659.10                           LUMP|   90000.00000      90000.00|   90000.00000      90000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,149,138.00|             $  1,153,530.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,149,138.00|             $  1,153,530.50|              $
====================================================================================================================================