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     LETTING DATE : 07/10/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : LUDLOW                                  TABULATION OF BIDS
                                            CONTRACT ID : 010526.00                                     COMPLETION DATE : 11/15/02
                                                          =========
   PROJECT(S):  IM-95-1052(600)E        COUNTIE(S) : AROOSTOOK                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  RURAL HIGHWAY CONSTRUCTION                                                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000144         A E MCQUADE & SONS, INC.                                               $    176,708.00     100.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $    203,537.00     115.1827%
====================================================================================================================================
                                          |(   1  ) 000144             |(   2  ) 000022             |(      )
                                          |A E MCQUADE & SONS, INC.    |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 203.20                 1550.000  M3  |      11.00000      17050.00|      15.00000      23250.00|
  COMMON EXCAVATION                       |                            |                            |
0020 203.25                    5.000  M3  |      20.00000        100.00|      25.00000        125.00|
  GRANULAR BORROW                         |                            |                            |
0030 304.10                 1450.000  M3  |      21.25000      30812.50|      25.00000      36250.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0040 403.207                 465.000  MG  |      64.00000      29760.00|      59.00000      27435.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0050 403.208                 170.000  MG  |      67.00000      11390.00|      62.00000      10540.00|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0060 409.15                  145.000  L   |       4.50000        652.50|       4.00000        580.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0070 513.22                  286.000  M2  |      11.00000       3146.00|      15.00000       4290.00|
  CRUSHED STONE SLOPE PROTECTION          |                            |                            |
0080 606.17                  156.200  M   |      45.00000       7029.00|      50.00000       7810.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0090 606.35                    8.000  EA  |      35.00000        280.00|      37.00000        296.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0100 606.76                    4.000  EA  |    1600.00000       6400.00|    1700.00000       6800.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0110 610.18                  250.000  M3  |      30.00000       7500.00|      35.00000       8750.00|
  STONE DITCH PROTECTION                  |                            |                            |
0120 615.07                  125.000  M3  |      25.00000       3125.00|      30.00000       3750.00|
  LOAM                                    |                            |                            |
     LETTING DATE : 07/10/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : LUDLOW                                  TABULATION OF BIDS
                                            CONTRACT ID : 010526.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000144             |(   2   ) 000022            |(      )
                                          |A E MCQUADE & SONS, INC.    |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 618.1401                 13.000  UN  |      30.00000        390.00|      35.00000        455.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0140 619.1201                 13.000  UN  |      10.00000        130.00|      14.00000        182.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0150 627.71                  370.000  M   |       3.00000       1110.00|       2.50000        925.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0160 627.73                  185.000  M   |       5.40000        999.00|       5.00000        925.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0170 629.05                    5.000  MH  |      30.00000        150.00|      32.00000        160.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0180 631.12                    5.000  HR  |      95.00000        475.00|     110.00000        550.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0190 631.172                  10.000  HR  |      50.00000        500.00|      55.00000        550.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0200 639.19                    1.000  EA  |    3000.00000       3000.00|    8000.00000       8000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0210 652.33                   15.000  EA  |      50.00000        750.00|      55.00000        825.00|
  DRUM                                    |                            |                            |
0220 652.34                   25.000  EA  |      20.00000        500.00|      25.00000        625.00|
  CONE                                    |                            |                            |
0230 652.35                   29.000  M2  |     100.00000       2900.00|     110.00000       3190.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0240 652.361                  90.000  LS  |    6000.00000       6000.00|   12000.00000      12000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0250 652.38                 1200.000  MH  |      13.00000      15600.00|      15.00000      18000.00|
  FLAGGER                                 |                            |                            |
0260 659.10                           LUMP|   20500.00000      20500.00|   20000.00000      20000.00|
  MOBILIZATION                            |                            |                            |
0261 203.21                   30.000  M3  |     135.00000       4050.00|     150.00000       4500.00|
  ROCK EXCAVATION                         |                            |                            |
0262 605.09                   20.100  M   |      82.50000       1658.25|      95.00000       1909.50|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0263 605.10                    9.100  M   |      82.50000        750.75|      95.00000        864.50|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
     SECTION TOTALS                       |             $    176,708.00|             $    203,537.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    176,708.00|             $    203,537.00|              $
====================================================================================================================================