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     LETTING DATE : 02/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010650.00                                     COMPLETION DATE : 07/02/02
                                                          =========
   PROJECT(S):  NH-A065(000)E           COUNTIE(S) : WALDO                          MAINE STATE DEPARTMENT OF TRANSPORTATION
                010799.00
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 1 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $    375,362.20     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $    479,912.54     127.8532%
====================================================================================================================================
                                          |(   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 202.203                 950.000  M2  |      14.00000      13300.00|      15.00000      14250.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.2026                160.000  M   |      12.00000       1920.00|      25.00000       4000.00|
  INSLOPE EXCAVATION, GUARDRAIL, PLAN     |                            |                            |
  QUANTITY                                |                            |                            |
0030 403.207                  15.000  MG  |     100.00000       1500.00|     115.00000       1725.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0040 403.209                  90.000  MG  |     100.00000       9000.00|     115.00000      10350.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0050 403.210                3600.000  MG  |      38.00000     136800.00|      43.50000     156600.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0060 403.211                1800.000  MG  |      38.80000      69840.00|      45.00000      81000.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0070 409.15                 7720.000  L   |       1.20000       9264.00|       1.50000      11580.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 411.10                   60.000  M3  |      40.00000       2400.00|      40.00000       2400.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0090 504.069                   8.000  EA  |     200.00000       1600.00|     200.00000       1600.00|
  CONCRETE PIPE TIES                      |                            |                            |
0100 603.47                   26.800  M   |    1000.00000      26800.00|     625.00000      16750.00|
  1500 MM REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  IV                                      |                            |                            |
     LETTING DATE : 02/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010650.00
                                                          =========
====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 604.18                    8.000  EA  |     250.00000       2000.00|     500.00000       4000.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0120 604.182                   8.000  EA  |     200.00000       1600.00|     250.00000       2000.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0130 606.17                   15.240  M   |      40.00000        609.60|      36.00000        548.64|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0140 606.21                    3.810  M   |      55.00000        209.55|      45.00000        171.45|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0150 606.22                    3.810  M   |      55.00000        209.55|      45.00000        171.45|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0160 606.265                   1.000  EA  |      40.00000         40.00|      53.00000         53.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0170 606.35                    5.000  EA  |      35.00000        175.00|      27.00000        135.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0180 606.351                   6.000  EA  |      15.00000         90.00|      10.00000         60.00|
  REMOVE AND RESET GUARDRAIL DELINEATOR   |                            |                            |
  POSTS                                   |                            |                            |
0190 606.361                  19.000  M   |      20.00000        380.00|      35.00000        665.00|
  GUARDRAIL REMOVE AND RESET TYPE 3B      |                            |                            |
0200 606.79                    2.000  EA  |    1500.00000       3000.00|    2000.00000       4000.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0210 609.31                   15.000  M   |      20.00000        300.00|      20.00000        300.00|
  CURB TYPE 3                             |                            |                            |
0220 610.08                   37.000  M3  |      60.00000       2220.00|      75.00000       2775.00|
  PLAIN RIPRAP                            |                            |                            |
0230 618.1401                  6.000  UN  |      45.00000        270.00|      50.00000        300.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0240 619.1201                  6.000  UN  |      35.00000        210.00|      40.00000        240.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0250 620.58                   52.000  M2  |       5.00000        260.00|       4.00000        208.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0260 627.76                           LUMP|    6000.00000       6000.00|    6300.00000       6300.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0270 629.05                   40.000  MH  |      20.00000        800.00|      25.00000       1000.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0280 631.12                   40.000  HR  |      87.00000       3480.00|     100.00000       4000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 02/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010650.00
                                                          =========
====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 631.172                  80.000  HR  |      45.00000       3600.00|      45.00000       3600.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0300 652.311                  10.000  EA  |     250.00000       2500.00|      40.00000        400.00|
  TYPE II BARRICADE                       |                            |                            |
0310 652.33                   10.000  EA  |      70.00000        700.00|      40.00000        400.00|
  DRUM                                    |                            |                            |
0320 652.34                   75.000  EA  |      15.00000       1125.00|      15.00000       1125.00|
  CONE                                    |                            |                            |
0330 652.35                   90.000  M2  |      95.00000       8550.00|      85.00000       7650.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0340 652.36                   32.000  CD  |     125.00000       4000.00|     100.00000       3200.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0350 652.38                  970.000  MH  |      15.00000      14550.00|      13.00000      12610.00|
  FLAGGER                                 |                            |                            |
0360 656.75                           LUMP|    6000.00000       6000.00|   25000.00000      25000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0370 659.10                           LUMP|   29000.00000      29000.00|   94000.00000      94000.00|
  MOBILIZATION                            |                            |                            |
0380 603.259                   7.300  M   |    1515.00000      11059.50|     650.00000       4745.00|
  1500 MM CULVERT PIPE OPTION III         |                            |                            |
     SECTION TOTALS                       |             $    375,362.20|             $    479,912.54|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    375,362.20|             $    479,912.54|              $
====================================================================================================================================