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     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 1
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 010203.10                                     COMPLETION DATE : 09/12/03
                                                           =========
   PROJECT(S):  010203.10               LOCATION(S): DANFORTH                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1057(500)X                       BROOKTON TWP - DANFORTH
                12077.00                             DANFORTH                      A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  4,590,596.23     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $  4,722,986.47     102.8839%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000010             |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.500  HA  |    8000.00000          0.00|    8000.00000          0.00|
  CLEARING                                |                            |                            |
0020 201.23                    9.000  EA  |     200.00000          0.00|     200.00000          0.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   10.000  EA  |     100.00000          0.00|     100.00000          0.00|
  REMOVING STUMP                          |                            |                            |
0040 202.203                 670.000  M2  |      10.00000          0.00|      16.00000          0.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.2001               6886.000  M3  |      12.00000          0.00|      10.00000          0.00|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0060 203.2021                200.000  M   |      20.00000          0.00|      20.00000          0.00|
  INSLOPE REHABILITATION                  |                            |                            |
0070 203.203               19087.000  M   |      11.00000          0.00|      11.00000          0.00|
  DITCH EXCAVATION                        |                            |                            |
0080 203.21                   76.000  M3  |      75.00000          0.00|      75.00000          0.00|
  ROCK EXCAVATION                         |                            |                            |
0090 304.102               29814.000  M3  |      11.00000          0.00|      15.50000          0.00|
  AGGREGATE SUBBASE COURSE - GRAVEL (PIT  |                            |                            |
  MEASURE)                                |                            |                            |
0100 307.32               128218.200  M2  |       1.80000          0.00|       2.20000          0.00|
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                            |                            |
  MAINELINE TRAVELWAY)                    |                            |                            |
0110 403.207               26580.000  MG  |      45.80000          0.00|      44.00000          0.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 2
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 010203.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.209                 140.000  MG  |     100.00000          0.00|      95.00000          0.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210               17410.000  MG  |      46.80000          0.00|      46.00000          0.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.211                 300.000  MG  |      49.00000          0.00|      60.00000          0.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 403.213                 888.190  MG  |      47.00000          0.00|      47.00000          0.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0160 409.15                16070.000  L   |       1.30000          0.00|       1.40000          0.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0170 461.134                5924.000  MG  |      37.00000          0.00|      42.00000          0.00|
  MAINTENANCE SURFACE MIXTURE             |                            |                            |
0180 603.16                  644.700  M   |     100.00000          0.00|     100.00000          0.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.161                  10.200  M   |     545.00000          0.00|     500.00000          0.00|
  375 MM CORRUGATED METAL PIPE            |                            |                            |
0200 603.169                  95.000  M   |     185.00000          0.00|     140.00000          0.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.17                  551.800  M   |     190.00000          0.00|     145.00000          0.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.171                   7.200  M   |     500.00000          0.00|     450.00000          0.00|
  450 MM CORRUGATED METAL PIPE            |                            |                            |
0230 603.179                 269.400  M   |     235.00000          0.00|     190.00000          0.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.191                   1.800  M   |    1350.00000          0.00|    1300.00000          0.00|
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0250 603.199                 231.900  M   |     370.00000          0.00|     320.00000          0.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.209                  63.900  M   |     380.00000          0.00|     330.00000          0.00|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0270 603.219                  23.200  M   |     460.00000          0.00|     425.00000          0.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.251                  19.200  M   |    1250.00000          0.00|    1200.00000          0.00|
  1500 MM CORRUGATED METAL PIPE           |                            |                            |
0290 603.259                  36.600  M   |     795.00000          0.00|     750.00000          0.00|
  1500 MM CULVERT PIPE OPTION III         |                            |                            |
0300 603.38                    3.600  M   |    2000.00000          0.00|    2000.00000          0.00|
  1650 MM SPAN 1275 MM RISE PIPE ARCH     |                            |                            |
0310 603.40                   18.300  M   |    1200.00000          0.00|    1200.00000          0.00|
  2025 MM SPAN 1475 MM RISE PIPE ARCH     |                            |                            |
  OPTION III                              |                            |                            |
     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 3
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 010203.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 604.182                  11.000  EA  |     300.00000          0.00|     300.00000          0.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0330 605.09                  270.000  M   |      95.00000          0.00|      95.00000          0.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0340 605.10                   15.000  M   |      95.00000          0.00|      95.00000          0.00|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0350 606.17                  948.000  M   |      37.00000          0.00|      37.80000          0.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0360 606.1722                  4.000  EA  |    1400.00000          0.00|    1315.00000          0.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0370 606.21                   83.800  M   |      40.00000          0.00|      42.00000          0.00|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0380 606.265                  11.000  EA  |      47.00000          0.00|      26.25000          0.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0390 606.35                   69.000  EA  |      27.00000          0.00|      26.25000          0.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0400 606.47                   10.000  EA  |      25.00000          0.00|      26.25000          0.00|
  SINGLE WOOD POST                        |                            |                            |
0410 606.76                   11.000  EA  |    1500.00000          0.00|    1575.00000          0.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0420 609.31                  977.000  M   |      16.00000          0.00|      20.00000          0.00|
  CURB TYPE 3                             |                            |                            |
0430 610.08                  183.000  M3  |      58.00000          0.00|      58.00000          0.00|
  PLAIN RIPRAP                            |                            |                            |
0440 610.18                 1260.000  M3  |      40.00000          0.00|      40.00000          0.00|
  STONE DITCH PROTECTION                  |                            |                            |
0450 613.319               22485.600  M2  |       2.15000          0.00|       2.50000          0.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0460 615.07                   60.000  M3  |      45.00000          0.00|      45.00000          0.00|
  LOAM                                    |                            |                            |
0470 618.1401               1250.000  UN  |      13.85000          0.00|      13.65000          0.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0480 619.1201               1250.000  UN  |       6.00000          0.00|       6.25000          0.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0490 620.54                 7920.000  M2  |       2.50000          0.00|       2.50000          0.00|
  STABILIZATION GEOTEXTILE                |                            |                            |
0500 620.58                 4620.000  M2  |       2.50000          0.00|       2.50000          0.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0510 627.76                           LUMP|   12000.00000          0.00|   15000.00000          0.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 4
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 010203.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 629.05                   90.000  HR  |      30.00000          0.00|      30.00000          0.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0530 631.12                  150.000  HR  |      95.00000          0.00|      95.00000          0.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0540 631.172                 300.000  HR  |      45.00000          0.00|      45.00000          0.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0550 631.18                   50.000  HR  |      35.00000          0.00|      35.00000          0.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0560 631.32                   20.000  HR  |     150.00000          0.00|     150.00000          0.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0570 639.19                    1.000  EA  |    8000.00000          0.00|    8000.00000          0.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0580 639.21                           LUMP|    4000.00000          0.00|    3000.00000          0.00|
  TESTING FACILITIES SOILS                |                            |                            |
0590 652.39                           LUMP|  180000.00000          0.00|  150000.00000          0.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0600 656.75                           LUMP|   50000.00000          0.00|   30000.00000          0.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0610 659.10                           LUMP|  340000.00000          0.00|  420000.00000          0.00|
  MOBILIZATION                            |                            |                            |
0620 660.21                 2000.000  HR  |       1.00000          0.00|       1.00000          0.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  4,590,596.23|             $  4,722,986.47|              $
====================================================================================================================================