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     LETTING DATE : 03/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010599.00                                     COMPLETION DATE : 11/30/02
                                                          =========
   PROJECT(S):  STP-1059(900)X          COUNTIE(S) : PENOBSCOT                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1060(100)X
                STP-1060(300)X                       PISCATAQUIS                   A TRUE COPY : __________________________
                OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 1 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000529         BARRETT PAVING MATERIALS, INC.                                         $  1,664,055.61     100.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $  1,745,976.67     104.9230%
====================================================================================================================================
                                          |(   1  ) 000529             |(   2  ) 000022             |(      )
                                          |BARRETT PAVING MATERIALS, I |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 201.23                    2.000  EA  |     450.00000        900.00|     450.00000        900.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 202.202               85140.000  M2  |       1.45000     123453.00|       2.30000     195822.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0030 202.203                1100.000  M2  |      13.50000      14850.00|      12.00000      13200.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.20                  705.000  M3  |      20.70000      14593.50|      16.00000      11280.00|
  COMMON EXCAVATION                       |                            |                            |
0050 203.202                4322.000  M   |       7.40000      31982.80|       6.00000      25932.00|
  INSLOPE EXCAVATION                      |                            |                            |
0060 203.2026                654.000  M   |       9.50000       6213.00|       9.00000       5886.00|
  INSLOPE EXCAVATION, GUARDRAIL, PLAN     |                            |                            |
  QUANTITY                                |                            |                            |
0070 203.203               11119.000  M   |      11.75000     130648.25|       8.75000      97291.25|
  DITCH EXCAVATION                        |                            |                            |
0080 203.24                  540.000  M3  |      28.50000      15390.00|      18.00000       9720.00|
  COMMON BORROW                           |                            |                            |
0090 204.41                 8210.000  M2  |       2.60000      21346.00|       3.70000      30377.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0100 304.103                 424.000  M3  |      21.80000       9243.20|      24.00000      10176.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0110 403.209                 404.000  MG  |     108.00000      43632.00|      95.00000      38380.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 03/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010599.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000529             |(   2   ) 000022            |(      )
                                          |BARRETT PAVING MATERIALS, I |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210               13390.000  MG  |      42.95000     575100.50|      43.85000     587151.50|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0130 403.211                4418.000  MG  |      41.10000     181579.80|      44.85000     198147.30|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0140 409.15                29220.000  L   |       0.30000       8766.00|       1.40000      40908.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 411.10                  210.000  M3  |      73.55000      15445.50|      55.00000      11550.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0160 603.16                   20.000  M   |     136.00000       2720.00|     120.00000       2400.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.169                   2.000  M   |     254.75000        509.50|     300.00000        600.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.17                    2.000  M   |     254.00000        508.00|     300.00000        600.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.179                   3.000  M   |     300.00000        900.00|     300.00000        900.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.19                    9.000  M   |     143.00000       1287.00|     135.00000       1215.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.199                  27.000  M   |     229.00000       6183.00|     320.00000       8640.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.219                   5.000  M   |     370.00000       1850.00|     330.00000       1650.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.7318                 63.000  M   |     120.20000       7572.60|     300.00000      18900.00|
  REMOVE & RELAY 450 MM METAL PIPE        |                            |                            |
0240 603.7324                 52.000  M   |     143.00000       7436.00|     320.00000      16640.00|
  REMOVE AND RELAY 600 MM METAL PIPE      |                            |                            |
0250 604.167                  10.000  EA  |     610.00000       6100.00|     220.00000       2200.00|
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0260 604.18                   17.000  EA  |     542.00000       9214.00|     350.00000       5950.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0270 604.182                  15.000  EA  |     213.80000       3207.00|     125.00000       1875.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0280 606.17                  125.000  M   |      37.85000       4731.25|      32.11000       4013.75|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0290 606.178                  39.000  M   |      22.15000        863.85|      21.25000        828.75|
  GUARDRAIL BEAM                          |                            |                            |
0300 606.21                   53.620  M   |      41.55000       2227.91|      36.00000       1930.32|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0310 606.265                   7.000  EA  |      45.00000        315.00|      35.00000        245.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
     LETTING DATE : 03/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010599.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000529             |(   2   ) 000022            |(      )
                                          |BARRETT PAVING MATERIALS, I |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.35                   36.000  EA  |      28.15000       1013.40|      30.00000       1080.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0330 606.47                   60.000  EA  |      39.40000       2364.00|      35.00000       2100.00|
  SINGLE WOOD POST                        |                            |                            |
0340 606.48                   10.000  EA  |      45.00000        450.00|      35.00000        350.00|
  SINGLE GALVANIZED STEEL POST            |                            |                            |
0350 606.752                  17.000  EA  |     870.70000      14801.90|    1000.00000      17000.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0360 606.76                   17.000  EA  |    1575.00000      26775.00|    1100.00000      18700.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0370 609.31                 1000.000  M   |      15.70000      15700.00|      18.00000      18000.00|
  CURB TYPE 3                             |                            |                            |
0380 609.443                 346.000  M   |     112.00000      38752.00|       5.00000       1730.00|
  REMOVE, CUT AND INSTALL EXISTING CURB   |                            |                            |
0390 610.08                   80.000  M3  |     101.80000       8144.00|      65.00000       5200.00|
  PLAIN RIPRAP                            |                            |                            |
0400 613.319               20012.000  M2  |       0.90000      18010.80|       1.75000      35021.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0410 618.1301                 27.000  UN  |      36.00000        972.00|      15.00000        405.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0420 618.1401                688.000  UN  |      18.20000      12521.60|      13.25000       9116.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0430 619.1201                715.000  UN  |       8.05000       5755.75|       6.00000       4290.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0440 620.58                   60.000  M2  |       4.40000        264.00|       4.00000        240.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0450 627.75                   60.000  M2  |      36.35000       2181.00|      32.28000       1936.80|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0460 627.76                           LUMP|    4444.00000       4444.00|    4500.00000       4500.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0470 629.05                   45.000  MH  |      37.45000       1685.25|      20.00000        900.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0480 631.10                   15.000  HR  |      37.00000        555.00|      45.00000        675.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0490 631.11                   15.000  HR  |      22.00000        330.00|      15.00000        225.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0500 631.111                  10.000  HR  |     225.00000       2250.00|     180.00000       1800.00|
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
     LETTING DATE : 03/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010599.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000529             |(   2   ) 000022            |(      )
                                          |BARRETT PAVING MATERIALS, I |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.12                   90.000  HR  |      96.10000       8649.00|      87.00000       7830.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0520 631.172                  80.000  HR  |      45.00000       3600.00|      45.00000       3600.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0530 631.18                   10.000  HR  |     112.50000       1125.00|      25.00000        250.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0540 631.20                    4.000  HR  |      84.40000        337.60|     150.00000        600.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0550 631.29                   20.000  HR  |      66.25000       1325.00|      35.00000        700.00|
  ROTOTILLER (INCLUDING OPERATOR)         |                            |                            |
0560 631.32                   46.000  HR  |     224.00000      10304.00|     110.00000       5060.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0570 639.18                    1.000  EA  |    9393.75000       9393.75|    4500.00000       4500.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0580 652.33                   55.000  EA  |      56.25000       3093.75|      50.00000       2750.00|
  DRUM                                    |                            |                            |
0590 652.34                  190.000  EA  |      16.90000       3211.00|      20.00000       3800.00|
  CONE                                    |                            |                            |
0600 652.35                  251.000  M2  |      75.35000      18912.85|      95.00000      23845.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0610 652.38                 3176.000  MH  |      17.80000      56532.80|      14.00000      44464.00|
  FLAGGER                                 |                            |                            |
0620 656.75                           LUMP|   29132.50000      29132.50|   30000.00000      30000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0630 659.10                           LUMP|  112700.00000     112700.00|  150000.00000     150000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,664,055.61|             $  1,745,976.67|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,664,055.61|             $  1,745,976.67|              $
====================================================================================================================================