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     LETTING DATE : 04/26/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : WESLEY                                  TABULATION OF BIDS
                TWP 26 ED
                CRAWFORD                    CONTRACT ID : 009135.00
                                                          =========

                                        COMPLETION DATE : 08/12/00

   PROJECT(S):  NH-9135(00)E            COUNTIE(S) : WASHINGTON                  MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL 2 RESURFACING                                  ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $    848,613.98     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $    869,788.85     102.4952%
====================================================================================================================================
                                          |(   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 107.27                           LUMP|   12000.00000      12000.00|   18000.00000      18000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.23                    1.000  EA  |    1000.00000       1000.00|     500.00000        500.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    1.000  EA  |     500.00000        500.00|     150.00000        150.00|
  REMOVING STUMP                          |                            |                            |
0040 202.203                 460.000  M2  |       5.00000       2300.00|      12.00000       5520.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.203                4573.000  M   |       8.00000      36584.00|       7.50000      34297.50|
  DITCH EXCAVATION                        |                            |                            |
0060 403.209                  40.000  MG  |      85.00000       3400.00|      95.00000       3800.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0070 403.210                8525.000  MG  |      37.95000     323523.75|      38.00000     323950.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.211                6500.000  MG  |      37.30000     242450.00|      39.00000     253500.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0090 504.069                  28.000  EA  |      75.00000       2100.00|     100.00000       2800.00|
  CONCRETE PIPE TIES                      |                            |                            |
0100 603.19                   11.000  M   |     130.00000       1430.00|     240.00000       2640.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0110 603.20                   25.000  M   |     165.00000       4125.00|     290.00000       7250.00|
  750 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 04/26/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : WESLEY                                  TABULATION OF BIDS
                TWP 26 ED
                CRAWFORD                    CONTRACT ID : 009135.00
                                                          =========

====================================================================================================================================
                                          |(   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 603.7418                  4.800  M   |     280.00000       1344.00|     250.00000       1200.00|
  REMOVE AND RELAY 450 MM CONCRETE PIPE   |                            |                            |
0130 603.7436                  2.400  M   |     280.00000        672.00|     340.00000        816.00|
  REMOVE AND RELAY 900 MM CONCRETE PIPE   |                            |                            |
0140 603.7442                 14.400  M   |     260.00000       3744.00|     400.00000       5760.00|
  REMOVE AND RELAY 1050 MM CONCRETE PIPE  |                            |                            |
0150 603.7448                  7.200  M   |     420.00000       3024.00|     450.00000       3240.00|
  REMOVE AND RELAY 1200 MM CONCRETE PIPE  |                            |                            |
0160 603.7472                  9.600  M   |     470.00000       4512.00|     650.00000       6240.00|
  REMOVE & RELAY 1800 MM CONCRETE PIPE    |                            |                            |
0170 606.17                  153.000  M   |      32.22000       4929.66|      33.15000       5071.95|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0180 606.178                  19.000  M   |      14.25000        270.75|      19.00000        361.00|
  GUARDRAIL BEAM                          |                            |                            |
0190 606.21                   45.600  M   |      36.10000       1646.16|      41.50000       1892.40|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0200 606.22                   19.000  M   |      35.40000        672.60|      41.50000        788.50|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0210 606.23                  290.000  M   |      30.60000       8874.00|      32.75000       9497.50|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0220 606.231                  38.000  M   |      35.37000       1344.06|      41.50000       1577.00|
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0230 606.265                   7.000  EA  |      25.00000        175.00|      26.25000        183.75|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0240 606.35                   28.000  EA  |      25.00000        700.00|      26.25000        735.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0250 606.351                  13.000  EA  |       9.00000        117.00|       9.50000        123.50|
  REMOVE AND RESET GUARDRAIL DELINEATOR   |                            |                            |
  POSTS                                   |                            |                            |
0260 606.754                  18.000  EA  |     900.00000      16200.00|    1100.00000      19800.00|
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0270 606.79                   19.000  EA  |    1125.00000      21375.00|    1700.00000      32300.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0280 609.31                   50.000  M   |      16.00000        800.00|      20.00000       1000.00|
  CURB TYPE 3                             |                            |                            |
0290 610.08                  520.000  M3  |      50.00000      26000.00|      21.00000      10920.00|
  PLAIN RIPRAP                            |                            |                            |
0300 613.319                4580.000  M2  |       1.70000       7786.00|       2.00000       9160.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
     LETTING DATE : 04/26/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : WESLEY                                  TABULATION OF BIDS
                TWP 26 ED
                CRAWFORD                    CONTRACT ID : 009135.00
                                                          =========

====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 618.1401                735.000  UN  |      14.00000      10290.00|      14.60000      10731.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0320 619.1201                735.000  UN  |       9.00000       6615.00|       9.25000       6798.75|
  MULCH - PLAN QUANTITY                   |                            |                            |
0330 627.76                           LUMP|    2500.00000       2500.00|    3500.00000       3500.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0340 629.05                   10.000  MH  |      22.00000        220.00|      21.00000        210.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0350 631.12                   10.000  HR  |      80.00000        800.00|      85.00000        850.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0360 631.172                  10.000  HR  |      40.00000        400.00|      40.00000        400.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0370 639.19                    1.000  EA  |    3000.00000       3000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0380 652.311                  30.000  EA  |      40.00000       1200.00|      30.00000        900.00|
  TYPE II BARRICADE                       |                            |                            |
0390 652.34                  100.000  EA  |      25.00000       2500.00|      20.00000       2000.00|
  CONE                                    |                            |                            |
0400 652.35                   55.000  M2  |      88.00000       4840.00|      80.00000       4400.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0410 652.361                  70.000  LS  |   10000.00000      10000.00|    6500.00000       6500.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0420 652.38                 2150.000  MH  |      14.00000      30100.00|      12.50000      26875.00|
  FLAGGER                                 |                            |                            |
0430 659.10                           LUMP|   31000.00000      31000.00|   22800.00000      22800.00|
  MOBILIZATION                            |                            |                            |
0440 409.15                10500.000  L   |       1.10000      11550.00|       1.50000      15750.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     SECTION TOTALS                       |             $    848,613.98|             $    869,788.85|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    848,613.98|             $    869,788.85|              $
====================================================================================================================================