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     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : EDMUNDS TWP                             TABULATION OF BIDS
                PERRY
                EASTPORT                    CONTRACT ID : 010578.00                                     COMPLETION DATE : 07/31/02
                ROBBINSTON                                =========
                CALAIS
   PROJECT(S):  STP-1057(800)X          COUNTIE(S) : WASHINGTON                     MAINE STATE DEPARTMENT OF TRANSPORTATION
                NH-1058(200)E
                NH-1058(300)E                                                      A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 OVERLAYS                                                              NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000010         THOMAS DICENZO, INC.                                                   $  1,418,882.95     100.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $  1,478,304.37     104.1879%
====================================================================================================================================
                                          |(   1  ) 000010             |(   2  ) 000022             |(      )
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                1414.000  M2  |      10.00000      14140.00|      10.00000      14140.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.2001                900.000  M3  |       5.00000       4500.00|       5.95000       5355.00|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0030 203.202                7205.000  M   |       4.80000      34584.00|       5.95000      42869.75|
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.203               10462.000  M   |       5.50000      57541.00|       6.25000      65387.50|
  DITCH EXCAVATION                        |                            |                            |
0050 203.21                 1000.000  M3  |      35.00000      35000.00|      40.00000      40000.00|
  ROCK EXCAVATION                         |                            |                            |
0060 204.41                 8630.000  M2  |       4.00000      34520.00|       2.80000      24164.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0070 304.103                 968.000  M3  |       7.00000       6776.00|      23.00000      22264.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0080 403.102                  42.100  MG  |     250.00000      10525.00|      65.00000       2736.50|
  HOT MIX ASPHALT PAVEMENT - SPECIAL AREA |                            |                            |
0090 403.209                 132.000  MG  |      80.00000      10560.00|      85.00000      11220.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 403.210               13462.000  MG  |      34.50000     464439.00|      37.25000     501459.50|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0110 403.211                6660.000  MG  |      34.50000     229770.00|      37.15000     247419.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : EDMUNDS TWP                             TABULATION OF BIDS
                PERRY
                EASTPORT                    CONTRACT ID : 010578.00
                ROBBINSTON                                =========
                CALAIS
====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000022            |(      )
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.213                 676.440  MG  |      34.00000      22998.96|      40.00000      27057.60|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0130 409.15                19682.610  L   |       1.10000      21650.87|       1.00000      19682.61|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0140 411.10                  100.000  M3  |      10.00000       1000.00|      22.00000       2200.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0150 504.069                  24.000  EA  |     120.00000       2880.00|      45.00000       1080.00|
  CONCRETE PIPE TIES                      |                            |                            |
0160 603.16                   24.400  M   |      60.00000       1464.00|     100.00000       2440.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.169                  30.500  M   |      65.00000       1982.50|     135.00000       4117.50|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.17                    9.100  M   |      75.00000        682.50|     110.00000       1001.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.175                   6.100  M   |     150.00000        915.00|     305.00000       1860.50|
  450 MM RCP CLASS III                    |                            |                            |
0200 603.179                 127.900  M   |     150.00000      19185.00|     155.00000      19824.50|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.19                    6.100  M   |     165.00000       1006.50|     112.00000        683.20|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.199                  82.400  M   |     165.00000      13596.00|     185.00000      15244.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.201                   9.700  M   |     250.00000       2425.00|     264.00000       2560.80|
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0240 603.209                  43.800  M   |     230.00000      10074.00|     254.00000      11125.20|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.7418                  9.800  M   |     300.00000       2940.00|     335.00000       3283.00|
  REMOVE AND RELAY 450 MM CONCRETE PIPE   |                            |                            |
0260 603.7424                  7.300  M   |     320.00000       2336.00|     345.00000       2518.50|
  REMOVE AND RELAY 600 MM CONCRETE PIPE   |                            |                            |
0270 603.743                   2.400  M   |     400.00000        960.00|     350.00000        840.00|
  REMOVE AND RELAY 750 MM CONCRETE PIPE   |                            |                            |
0280 604.18                    2.000  EA  |     250.00000        500.00|     325.00000        650.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0290 605.10                   12.000  M   |      30.00000        360.00|     140.00000       1680.00|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0300 606.17                  657.200  M   |      32.75000      21523.30|      31.20000      20504.64|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0310 606.1722                  2.000  EA  |     840.00000       1680.00|     800.00000       1600.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : EDMUNDS TWP                             TABULATION OF BIDS
                PERRY
                EASTPORT                    CONTRACT ID : 010578.00
                ROBBINSTON                                =========
                CALAIS
====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000022            |(      )
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.178                  38.100  M   |      15.50000        590.55|      14.80000        563.88|
  GUARDRAIL BEAM                          |                            |                            |
0330 606.21                    7.600  M   |      37.90000        288.04|      36.10000        274.36|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0340 606.23                  255.000  M   |      32.75000       8351.25|      31.20000       7956.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0350 606.231                  87.600  M   |      37.80000       3311.28|      36.00000       3153.60|
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0360 606.265                   9.000  EA  |      36.75000        330.75|      35.00000        315.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0370 606.35                  128.000  EA  |      31.50000       4032.00|      30.00000       3840.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0380 606.357                3802.400  M   |      15.50000      58937.20|      14.80000      56275.52|
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0390 606.367                  20.000  EA  |      31.50000        630.00|      30.00000        600.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0400 606.752                  10.000  EA  |     500.00000       5000.00|     550.00000       5500.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0410 606.754                   1.000  EA  |     650.00000        650.00|    1025.00000       1025.00|
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0420 606.76                   10.000  EA  |    1260.00000      12600.00|    1200.00000      12000.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0430 606.79                   50.000  EA  |    1365.00000      68250.00|    1300.00000      65000.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0440 609.31                  339.000  M   |      15.00000       5085.00|      15.00000       5085.00|
  CURB TYPE 3                             |                            |                            |
0450 610.08                  100.000  M3  |      35.00000       3500.00|      34.50000       3450.00|
  PLAIN RIPRAP                            |                            |                            |
0460 610.18                  190.000  M3  |      32.00000       6080.00|      29.50000       5605.00|
  STONE DITCH PROTECTION                  |                            |                            |
0470 613.319               12554.600  M2  |       1.25000      15693.25|       1.35000      16948.71|
  EROSION CONTROL BLANKET                 |                            |                            |
0480 618.1401                800.000  UN  |      14.20000      11360.00|      11.85000       9480.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0490 619.1201                800.000  UN  |       7.35000       5880.00|       6.45000       5160.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0500 620.58                  860.000  M2  |       2.40000       2064.00|       2.40000       2064.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : EDMUNDS TWP                             TABULATION OF BIDS
                PERRY
                EASTPORT                    CONTRACT ID : 010578.00
                ROBBINSTON                                =========
                CALAIS
====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000022            |(      )
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 627.76                           LUMP|    7000.00000       7000.00|    4500.00000       4500.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0520 629.05                   95.000  MH  |      28.00000       2660.00|      18.00000       1710.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0530 631.12                  200.000  HR  |      68.00000      13600.00|      30.00000       6000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0540 631.13                   30.000  HR  |      75.00000       2250.00|      30.00000        900.00|
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0550 631.14                   30.000  HR  |      35.00000       1050.00|      30.00000        900.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0560 631.172                 400.000  HR  |      30.00000      12000.00|      20.00000       8000.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0570 631.18                   35.000  HR  |      25.00000        875.00|      18.00000        630.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0580 631.32                   60.000  HR  |     100.00000       6000.00|      90.00000       5400.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0590 639.18                    1.000  EA  |    5000.00000       5000.00|    4000.00000       4000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0600 652.39                           LUMP|   40000.00000      40000.00|   44000.00000      44000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0610 656.75                           LUMP|   10000.00000      10000.00|   10000.00000      10000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0620 659.10                           LUMP|   72300.00000      72300.00|   70000.00000      70000.00|
  MOBILIZATION                            |                            |                            |
0630 660.21                 1000.000  MH  |       1.00000       1000.00|       1.00000       1000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,418,882.95|             $  1,478,304.37|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,418,882.95|             $  1,478,304.37|              $
====================================================================================================================================