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     LETTING DATE : 07/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : GORHAM                                  TABULATION OF BIDS
                                            CONTRACT ID : 008723.00                                     COMPLETION DATE : 11/15/02
                                                          =========
   PROJECT(S):  STP-8723(00)X           COUNTIE(S) : CUMBERLAND                     MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  RURAL HIGHWAY REHAB                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $    512,512.37     100.0000%
====================================================================================================================================
                                          |(   1  ) 000116             |(      )                    |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                  23.000  M2  |      30.00000        690.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.20                  245.000  M3  |      17.00000       4165.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0030 203.202                 568.000  M   |       8.50000       4828.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.204                 729.000  M   |      17.50000      12757.50|                            |
  NEW DITCH EXCAVATION                    |                            |                            |
0050 203.2312                         LUMP|    2500.00000       2500.00|                            |
  HEALTH AND SAFETY PLAN                  |                            |                            |
0060 203.233                 303.000  M3  |      65.00000      19695.00|                            |
  DISPOSAL OF SPECIAL EXCAVATION          |                            |                            |
0070 204.41                 3000.000  M2  |       6.50000      19500.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 304.10                  302.000  M3  |      15.50000       4681.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0090 307.32                 8000.000  M2  |       2.50000      20000.00|                            |
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0100 403.207                2107.000  MG  |      38.50000      81119.50|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0110 403.208                1147.000  MG  |      38.50000      44159.50|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0120 403.209                 104.400  MG  |     100.00000      10440.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 07/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : GORHAM                                  TABULATION OF BIDS
                                            CONTRACT ID : 008723.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 411.09                   15.800  M3  |      37.00000        584.60|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
0140 603.16                  323.400  M   |      76.00000      24578.40|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.179                 102.000  M   |      98.00000       9996.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0160 603.189                  10.800  M   |     140.00000       1512.00|                            |
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.205                  21.600  M   |     192.00000       4147.20|                            |
  750 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0180 603.7315                 72.000  M   |      70.00000       5040.00|                            |
  REMOVE & RELAY 375 MM METAL PIPE        |                            |                            |
0190 604.092                   2.400  EA  |    2800.00000       6720.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0200 605.09                  392.000  M   |      55.00000      21560.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0210 605.10                   30.000  M   |      65.00000       1950.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0220 605.14                   45.600  M   |     135.00000       6156.00|                            |
  525 MM UNDERDRAIN TYPE C                |                            |                            |
0230 606.17                  297.100  M   |      38.50000      11438.35|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0240 606.1732                  2.000  EA  |     500.00000       1000.00|                            |
  BRIDGE CONNECTION TYPE 2                |                            |                            |
0250 606.23                   38.000  M   |      38.00000       1444.00|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0260 606.231                  19.100  M   |     230.00000       4393.00|                            |
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0270 606.35                   26.000  EA  |      30.00000        780.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.361                 163.830  M   |      24.00000       3931.92|                            |
  GUARDRAIL REMOVE AND RESET TYPE 3B      |                            |                            |
0290 606.752                   7.000  EA  |     450.00000       3150.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0300 606.76                    7.000  EA  |    1750.00000      12250.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0310 609.31                  106.000  M   |      14.00000       1484.00|                            |
  CURB TYPE 3                             |                            |                            |
     LETTING DATE : 07/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : GORHAM                                  TABULATION OF BIDS
                                            CONTRACT ID : 008723.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 610.08                   76.200  M3  |      65.00000       4953.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0330 610.18                   24.300  M3  |      75.00000       1822.50|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0340 613.319                2115.000  M2  |       3.50000       7402.50|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0350 615.07                  330.000  M3  |      40.00000      13200.00|                            |
  LOAM                                    |                            |                            |
0360 618.1301                  3.000  UN  |      40.00000        120.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0370 618.1401                 60.000  UN  |      26.00000       1560.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0380 619.1201                 63.000  UN  |      15.00000        945.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0390 620.58                  180.000  M2  |       5.00000        900.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0400 627.71                 2186.000  M   |       0.65000       1420.90|                            |
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0410 627.73                 1093.000  M   |       1.00000       1093.00|                            |
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0420 629.05                   65.000  MH  |      30.00000       1950.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0430 631.12                   35.000  HR  |     125.00000       4375.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0440 631.172                  10.000  HR  |      60.00000        600.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0450 637.071                          LUMP|    3000.00000       3000.00|                            |
  DUST CONTROL                            |                            |                            |
0460 639.18                    1.000  EA  |    7500.00000       7500.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0470 652.311                  10.000  EA  |      40.00000        400.00|                            |
  TYPE II BARRICADE                       |                            |                            |
0480 652.33                   35.000  EA  |      55.00000       1925.00|                            |
  DRUM                                    |                            |                            |
0490 652.34                   50.000  EA  |      24.00000       1200.00|                            |
  CONE                                    |                            |                            |
0500 652.35                   37.900  M2  |     125.00000       4737.50|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0510 652.361                 156.000  LS  |    8000.00000       8000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
     LETTING DATE : 07/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : GORHAM                                  TABULATION OF BIDS
                                            CONTRACT ID : 008723.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 652.38                 3000.000  MH  |      18.00000      54000.00|                            |
  FLAGGER                                 |                            |                            |
0530 656.75                           LUMP|    9000.00000       9000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0540 659.10                           LUMP|   35757.00000      35757.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    512,512.37|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    512,512.37|             $              |              $
====================================================================================================================================