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     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010596.00                                     COMPLETION DATE : 08/15/03
                                                          =========
   PROJECT(S):  NH-1059(600)E           COUNTIE(S) : PENOBSCOT                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $    984,653.35     100.0000%
   2   001195         VAUGHN THIBODEAU & SONS, INC.                                          $  1,137,777.00     115.5510%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 001195             |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.202               58140.000  M2  |       1.25000      72675.00|       2.27000     131977.80|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                 780.000  M2  |      10.00000       7800.00|      10.00000       7800.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 211.20                 6100.000  M   |       5.80000      35380.00|      10.00000      61000.00|
  INSLOPE EXCAVATION                      |                            |                            |
0040 211.22                 2940.000  M   |       9.00000      26460.00|      12.00000      35280.00|
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0050 211.30                  940.000  M   |       8.70000       8178.00|      10.00000       9400.00|
  DITCH EXCAVATION                        |                            |                            |
0060 304.103                  50.000  M3  |      14.00000        700.00|      75.00000       3750.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0070 403.209                 250.000  MG  |      90.00000      22500.00|     100.00000      25000.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0080 403.210                7500.000  MG  |      39.00000     292500.00|      35.00000     262500.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0090 403.211                1700.000  MG  |      40.50000      68850.00|      40.00000      68000.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0100 409.15                17220.000  L   |       1.30000      22386.00|       1.25000      21525.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 411.10                   50.000  M3  |      40.00000       2000.00|     200.00000      10000.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010596.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 502.325                          LUMP|   60000.00000      60000.00|   60000.00000      60000.00|
  STRUCTURAL CONCRETE CULVERT INVERT      |                            |                            |
  LINING                                  |                            |                            |
0130 603.16                  187.000  M   |     105.00000      19635.00|      90.00000      16830.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.169                  10.000  M   |     200.00000       2000.00|     500.00000       5000.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.17                  228.000  M   |     110.00000      25080.00|     107.00000      24396.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.179                  37.000  M   |     300.00000      11100.00|     210.00000       7770.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.2009                  9.000  M   |     275.00000       2475.00|     500.00000       4500.00|
  675 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.249                   5.000  M   |    1200.00000       6000.00|     750.00000       3750.00|
  1350 MM CULVERT PIPE OPTION III         |                            |                            |
0190 603.259                   9.000  M   |    1150.00000      10350.00|     850.00000       7650.00|
  1500 MM CULVERT PIPE OPTION III         |                            |                            |
0200 603.7318                  4.000  M   |     250.00000       1000.00|     350.00000       1400.00|
  REMOVE & RELAY 450 MM METAL PIPE        |                            |                            |
0210 603.7327                  7.000  M   |     250.00000       1750.00|     400.00000       2800.00|
  REMOVE AND RELAY 675 MM METAL PIPE      |                            |                            |
0220 604.14                    1.000  EA  |     900.00000        900.00|    2000.00000       2000.00|
  750 MM CATCH BASIN TYPE E               |                            |                            |
0230 604.164                   1.000  EA  |    1200.00000       1200.00|    1500.00000       1500.00|
  REBUILDING CATCH BASIN                  |                            |                            |
0240 604.18                   19.000  EA  |     325.00000       6175.00|    1500.00000      28500.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0250 606.17                   26.000  M   |      25.20000        655.20|      37.40000        972.40|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0260 606.1721                  8.000  EA  |    1180.00000       9440.00|    1595.00000      12760.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0270 606.178                 198.000  M   |      25.65000       5078.70|      26.40000       5227.20|
  GUARDRAIL BEAM                          |                            |                            |
0280 606.21                    6.000  M   |      41.55000        249.30|      42.00000        252.00|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0290 606.23                  374.000  M   |      36.15000      13520.10|      37.40000      13987.60|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0300 606.265                   5.000  EA  |      29.75000        148.75|      33.00000        165.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010596.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.35                   13.000  EA  |      22.90000        297.70|      33.00000        429.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0320 606.351                   4.000  EA  |      36.60000        146.40|      22.00000         88.00|
  REMOVE AND RESET GUARDRAIL DELINEATOR   |                            |                            |
  POSTS                                   |                            |                            |
0330 606.362                1034.000  M   |      17.20000      17784.80|      10.00000      10340.00|
  GUARDRAIL ADJUSTED                      |                            |                            |
0340 606.367                  50.000  EA  |      24.00000       1200.00|      24.20000       1210.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0350 606.47                   25.000  EA  |      19.00000        475.00|      27.50000        687.50|
  SINGLE WOOD POST                        |                            |                            |
0360 606.754                  10.000  EA  |     900.00000       9000.00|     800.00000       8000.00|
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0370 606.79                   10.000  EA  |    1460.00000      14600.00|    1375.00000      13750.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0380 609.31                 1616.000  M   |      16.00000      25856.00|      15.50000      25048.00|
  CURB TYPE 3                             |                            |                            |
0390 609.34                   49.000  M   |      80.00000       3920.00|      77.00000       3773.00|
  CURB TYPE 5                             |                            |                            |
0400 609.444                 411.000  M   |      57.00000      23427.00|      57.00000      23427.00|
  REMOVE AND RESET EXISTING CURB          |                            |                            |
0410 610.08                   12.000  M3  |      80.00000        960.00|      60.00000        720.00|
  PLAIN RIPRAP                            |                            |                            |
0420 613.319                1128.000  M2  |       1.80000       2030.40|       1.75000       1974.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0430 615.07                  410.000  M3  |      40.00000      16400.00|      45.00000      18450.00|
  LOAM                                    |                            |                            |
0440 618.1301                 41.000  UN  |      22.00000        902.00|      45.00000       1845.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0450 618.1401                280.000  UN  |      13.00000       3640.00|      20.00000       5600.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201                280.000  UN  |       6.00000       1680.00|      10.00000       2800.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 620.58                  192.000  M2  |       2.75000        528.00|       5.00000        960.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0480 627.76                           LUMP|    2000.00000       2000.00|   15000.00000      15000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0490 629.05                   40.000  HR  |      21.00000        840.00|      27.00000       1080.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010596.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.10                   10.000  HR  |      40.00000        400.00|      65.00000        650.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0510 631.11                   10.000  HR  |      20.00000        200.00|      30.00000        300.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0520 631.12                   40.000  HR  |      90.00000       3600.00|     120.00000       4800.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0530 631.172                  40.000  HR  |      45.00000       1800.00|      50.00000       2000.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0540 631.18                   10.000  HR  |      27.00000        270.00|      30.00000        300.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0550 631.32                   10.000  HR  |     120.00000       1200.00|     200.00000       2000.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0560 639.19                    1.000  EA  |    5000.00000       5000.00|   15000.00000      15000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0570 652.38                 2270.000  HR  |      13.00000      29510.00|      15.00000      34050.00|
  FLAGGER                                 |                            |                            |
0580 652.39                           LUMP|   30000.00000      30000.00|   10000.00000      10000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0590 656.75                           LUMP|   15000.00000      15000.00|   20000.00000      20000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0600 658.20                   80.000  M2  |      10.00000        800.00|      20.00000       1600.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0610 659.10                           LUMP|   35000.00000      35000.00|   76202.50000      76202.50|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    984,653.35|             $  1,137,777.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    984,653.35|             $  1,137,777.00|              $
====================================================================================================================================