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     LETTING DATE : 03/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/17/04
                                                                                                                   PAGE : 1
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009814.00                                     COMPLETION DATE : 06/26/04
                                                           =========
   PROJECT(S):  PLHD-9814(00)X          LOCATION(S): MOUNT DESERT                   MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1116(800)X                       BAR HARBOR
                STP-1126(500)X                       BAR HARBOR                    A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BIKEWAY                                                                       NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  1,312,913.70     100.0000%
   2   001233         R F JORDAN & SON'S CONSTRUCTION, INC.                                  $  1,532,657.00     116.7371%
   3   000855         BRIDGECORP                                                             $  1,813,683.89     138.1419%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 001233             |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.12                    0.050  AC  |   20000.00000       1000.00|   50000.00000       2500.00|   55000.00000        2750.00
  SELECTIVE CLEARING AND THINNING         |                            |                            |
0020 201.23                   13.000  EA  |     250.00000       3250.00|     400.00000       5200.00|     800.00000       10400.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   14.000  EA  |     125.00000       1750.00|     175.00000       2450.00|     170.00000        2380.00
  REMOVING STUMP                          |                            |                            |
0040 202.111                 114.000  SY  |      12.00000       1368.00|      16.00000       1824.00|       9.00000        1026.00
  REMOVING OF CONCRETE SIDEWALK           |                            |                            |
0050 202.127                2970.000  LS  |    8000.00000       8000.00|    7000.00000       7000.00|   12000.00000       12000.00
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0060 202.15                    3.000  EA  |     900.00000       2700.00|     400.00000       1200.00|     750.00000        2250.00
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0070 202.203                1140.000  SY  |      12.00000      13680.00|      13.00000      14820.00|      20.00000       22800.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0080 203.21                  150.000  CY  |      65.00000       9750.00|      80.00000      12000.00|       0.01000           1.50
  ROCK EXCAVATION                         |                            |                            |
0090 204.41                 1928.000  SY  |       7.00000      13496.00|      14.00000      26992.00|      16.00000       30848.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0100 206.0619                 33.500  CY  |     250.00000       8375.00|     140.00000       4690.00|       0.01000           0.34
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES - BELOW GRADE      |                            |                            |
0110 211.20                 2496.000  LF  |       2.25000       5616.00|       4.00000       9984.00|       4.50000       11232.00
  INSLOPE EXCAVATION                      |                            |                            |
     LETTING DATE : 03/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/17/04
                                                                                                                   PAGE : 2
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009814.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001233            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 211.30                 1378.000  LF  |       3.25000       4478.50|       8.00000      11024.00|       5.00000        6890.00
  DITCH EXCAVATION                        |                            |                            |
0130 211.41                  457.000  LF  |      51.00000      23307.00|      60.00000      27420.00|      60.00000       27420.00
  NEW DITCH EXCAVATION - LEDGE            |                            |                            |
0140 304.103                1513.000  CY  |      28.00000      42364.00|      20.00000      30260.00|      29.00000       43877.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0150 304.104                2777.000  CY  |      22.00000      61094.00|      23.00000      63871.00|      32.00000       88864.00
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0160 403.209                 161.000  T   |     105.00000      16905.00|     115.00000      18515.00|     145.00000       23345.00
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0170 403.210                5306.000  T   |      41.85000     222056.10|      46.00000     244076.00|      41.85000      222056.10
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0180 403.211                2089.000  T   |      41.85000      87424.65|      46.00000      96094.00|      41.85000       87424.65
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0190 403.213                 996.000  T   |      41.85000      41682.60|      46.00000      45816.00|      41.85000       41682.60
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0200 409.15                 6676.000  G   |       2.50000      16690.00|       2.75000      18359.00|       2.50000       16690.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 603.15                   48.000  LF  |      35.00000       1680.00|      40.00000       1920.00|      60.00000        2880.00
  12 INCH CULVERT PIPE OPTION I           |                            |                            |
0220 603.159                  54.000  LF  |      75.00000       4050.00|      65.00000       3510.00|     115.00000        6210.00
  12 INCH CULVERT PIPE OPTION III         |                            |                            |
0230 603.16                   62.000  LF  |      38.00000       2356.00|      35.00000       2170.00|      48.00000        2976.00
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0240 603.165                  71.000  LF  |      65.00000       4615.00|      65.00000       4615.00|      71.00000        5041.00
  15 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0250 603.171                  10.000  LF  |      80.00000        800.00|     100.00000       1000.00|     215.00000        2150.00
  18 INCH CORRUGATED METAL PIPE           |                            |                            |
0260 603.179                 231.000  LF  |      78.00000      18018.00|      80.00000      18480.00|      96.00000       22176.00
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0270 603.199                  80.000  LF  |      90.00000       7200.00|     125.00000      10000.00|     100.00000        8000.00
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0280 604.072                   6.000  EA  |    2400.00000      14400.00|    2200.00000      13200.00|    3100.00000       18600.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0290 604.092                   3.000  EA  |    2900.00000       8700.00|    2200.00000       6600.00|    2700.00000        8100.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0300 604.167                   1.000  EA  |     220.00000        220.00|     500.00000        500.00|     430.00000         430.00
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
     LETTING DATE : 03/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/17/04
                                                                                                                   PAGE : 3
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009814.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001233            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.18                   19.000  EA  |     370.00000       7030.00|     400.00000       7600.00|     675.00000       12825.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0320 604.245                   1.000  EA  |    1700.00000       1700.00|    1700.00000       1700.00|    1300.00000        1300.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0330 605.09                 1196.000  LF  |      23.00000      27508.00|      24.00000      28704.00|      25.00000       29900.00
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0340 605.12                 1623.000  LF  |      37.00000      60051.00|      26.00000      42198.00|      35.00000       56805.00
  15 INCH UNDERDRAIN TYPE C               |                            |                            |
0350 606.151                  50.000  LF  |      21.00000       1050.00|      18.00000        900.00|      21.00000        1050.00
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0360 606.191                  12.000  LF  |      21.60000        259.20|      18.00000        216.00|      21.60000         259.20
  GUARDRAIL TYPE 3AA - 15 FOOT RADIUS AND |                            |                            |
  LESS                                    |                            |                            |
0370 606.201                  12.500  LF  |      21.60000        270.00|      18.00000        225.00|      21.60000         270.00
  GUARDRAIL TYPE 3AA - OVER 15 FOOT RADIU |                            |                            |
0380 606.35                   21.000  EA  |      17.50000        367.50|      32.00000        672.00|      17.50000         367.50
  GUARDRAIL DELINEATOR POST               |                            |                            |
0390 606.754                   3.000  EA  |    1200.00000       3600.00|    2200.00000       6600.00|    1400.00000        4200.00
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0400 606.7911                  6.000  EA  |    1700.00000      10200.00|    2200.00000      13200.00|    1610.00000        9660.00
  GUARDRAIL TYPE 3AA - 350 FLARED TERMINA |                            |                            |
0410 608.08                  134.000  SY  |      41.00000       5494.00|      35.00000       4690.00|     100.00000       13400.00
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0420 608.253                  24.000  SF  |      23.00000        552.00|      45.00000       1080.00|      40.00000         960.00
  MASONRY PAVER WITH TRUNCATED DOME       |                            |                            |
0430 609.11                 2577.000  LF  |      25.00000      64425.00|      27.00000      69579.00|      35.00000       90195.00
  VERTICAL CURB TYPE 1                    |                            |                            |
0440 609.12                   60.000  LF  |      42.00000       2520.00|      38.00000       2280.00|      41.00000        2460.00
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0450 609.234                  12.000  EA  |     145.00000       1740.00|     160.00000       1920.00|     135.00000        1620.00
  TERMINAL CURB TYPE 1 - 4 FOOT           |                            |                            |
0460 609.237                   4.000  EA  |     275.00000       1100.00|     250.00000       1000.00|     425.00000        1700.00
  TERMINAL CURB TYPE 1 - 7 FOOT           |                            |                            |
0470 609.31                 6333.000  LF  |       5.25000      33248.25|       4.50000      28498.50|       8.50000       53830.50
  CURB TYPE 3                             |                            |                            |
0480 609.34                  182.000  LF  |      23.00000       4186.00|      23.00000       4186.00|      20.00000        3640.00
  CURB TYPE 5                             |                            |                            |
0490 609.38                  347.000  LF  |      17.00000       5899.00|      18.00000       6246.00|      17.00000        5899.00
  RESET CURB TYPE 1                       |                            |                            |
     LETTING DATE : 03/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/17/04
                                                                                                                   PAGE : 4
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009814.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001233            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 609.40                  565.000  LF  |      17.00000       9605.00|      20.00000      11300.00|      15.00000        8475.00
  RESET CURB TYPE 5                       |                            |                            |
0510 609.50                 3060.000  LF  |       2.75000       8415.00|       4.00000      12240.00|       9.00000       27540.00
  CONCRETE BASE FOR CURBING               |                            |                            |
0520 610.08                   58.000  CY  |      85.00000       4930.00|      50.00000       2900.00|     140.00000        8120.00
  PLAIN RIPRAP                            |                            |                            |
0530 610.18                  129.500  CY  |      80.00000      10360.00|      35.00000       4532.50|      95.00000       12302.50
  STONE DITCH PROTECTION                  |                            |                            |
0540 613.319                 612.000  SY  |       2.70000       1652.40|       3.00000       1836.00|       2.50000        1530.00
  EROSION CONTROL BLANKET                 |                            |                            |
0550 615.07                   28.000  CY  |      45.00000       1260.00|      50.00000       1400.00|      65.00000        1820.00
  LOAM                                    |                            |                            |
0560 618.1301                  5.000  UN  |      24.00000        120.00|      50.00000        250.00|      30.00000         150.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0570 618.1401                 73.000  UN  |      13.50000        985.50|      25.00000       1825.00|      16.00000        1168.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0580 619.1201                 78.000  UN  |       6.00000        468.00|      12.00000        936.00|       8.50000         663.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0590 620.58                  458.000  SY  |       4.00000       1832.00|       3.00000       1374.00|       3.00000        1374.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0600 627.76                           LUMP|    5000.00000       5000.00|    2000.00000       2000.00|    9000.00000        9000.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0610 629.05                   70.000  HR  |      25.00000       1750.00|      25.00000       1750.00|      20.00000        1400.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0620 631.12                  100.000  HR  |     100.00000      10000.00|     100.00000      10000.00|     150.00000       15000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0630 631.172                 180.000  HR  |      45.00000       8100.00|      48.00000       8640.00|      60.00000       10800.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0640 631.18                   45.000  HR  |      35.00000       1575.00|      35.00000       1575.00|      25.00000        1125.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0650 631.32                   10.000  HR  |     120.00000       1200.00|     150.00000       1500.00|     200.00000        2000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0660 639.19                    1.000  EA  |    9000.00000       9000.00|    6000.00000       6000.00|    7000.00000        7000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0670 652.38                 3540.000  HR  |      13.00000      46020.00|      14.00000      49560.00|      20.00000       70800.00
  FLAGGER                                 |                            |                            |
0680 652.39                           LUMP|   35000.00000      35000.00|   10000.00000      10000.00|   10000.00000       10000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0690 656.75                           LUMP|   15000.00000      15000.00|   15000.00000      15000.00|   10000.00000       10000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 03/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/17/04
                                                                                                                   PAGE : 5
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009814.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001233            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |R F JORDAN & SON'S CONSTRUC |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 659.10                           LUMP|   85000.00000      85000.00|  185250.00000     185250.00|  333000.00000      333000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,135,498.70|             $  1,257,453.00|              $  1,554,108.89
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SANITARY ITEMS
                                          |                            |                            |
0710 661.14                  150.000  LF  |      35.00000       5250.00|       7.00000       1050.00|      10.00000        1500.00
  INSULATION                              |                            |                            |
0720 801.16                  150.000  LF  |      85.00000      12750.00|      75.00000      11250.00|      80.00000       12000.00
  6 INCH PVC SANITARY SEWER (SDR-35)      |                            |                            |
0730 802.16                    1.000  EA  |    5000.00000       5000.00|    5000.00000       5000.00|    4500.00000        4500.00
  4 FOOT DIAMETER PRECAST SEWER MANHOLES  |                            |                            |
     SECTION TOTALS                       |             $     23,000.00|             $     17,300.00|              $     18,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   SANITARY ITEMS
                                          |                            |                            |
0740 801.18                 1083.000  LF  |      85.00000      92055.00|     188.00000     203604.00|     165.00000      178695.00
  12 INCH PVC SANITARY SEWER (SDR-35)     |                            |                            |
0750 802.16                    6.800  EA  |    5000.00000      34000.00|    4000.00000      27200.00|    4500.00000       30600.00
  4 FOOT DIAMETER PRECAST SEWER MANHOLES  |                            |                            |
0760 803.135                  28.000  LF  |     120.00000       3360.00|      75.00000       2100.00|     260.00000        7280.00
  6 INCH SERVICE LEADS                    |                            |                            |
0770 890.01                           LUMP|   25000.00000      25000.00|   25000.00000      25000.00|   25000.00000       25000.00
  SPECIAL WORK #1                         |                            |                            |
     SECTION TOTALS                       |             $    154,415.00|             $    257,904.00|              $    241,575.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,312,913.70|             $  1,532,657.00|              $  1,813,683.89
====================================================================================================================================