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     LETTING DATE : 05/28/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/28/03
                                                                                                                   PAGE : 1
     COUNTIE(S): WALDO                                  TABULATION OF BIDS
                                            CONTRACT ID : 010647.00                                     COMPLETION DATE : 10/04/03
                                                           =========
   PROJECT(S):  STP-1064(700)X          LOCATION(S): KNOX-FREEDOM                   MAINE STATE DEPARTMENT OF TRANSPORTATION
                010793.00                            KNOX-STRUT
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2                                                                       NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  1,196,132.78     100.0000%
   2   000059         PIKE INDUSTRIES, INC.                                                  $  1,243,048.00     103.9222%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000059             |(      )
                                          |THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, 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                 216.440  SY  |      12.00000       2597.28|      25.00000       5411.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 204.41                19970.000  SY  |       1.90000      37943.00|       3.15000      62905.50|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0030 206.061                  50.000  CY  |      30.00000       1500.00|      20.00000       1000.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0040 211.20                18425.000  LF  |       2.30000      42377.50|       2.00000      36850.00|
  INSLOPE EXCAVATION                      |                            |                            |
0050 211.30                21320.000  LF  |       2.70000      57564.00|       2.30000      49036.00|
  DITCH EXCAVATION                        |                            |                            |
0060 304.10                 1830.000  CY  |      12.00000      21960.00|      19.50000      35685.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 310.24                31900.000  SY  |       6.60000     210540.00|       5.90000     188210.00|
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 4 |                            |                            |
  INCH DEPTH                              |                            |                            |
0080 403.209                  90.000  T   |     100.00000       9000.00|      80.00000       7200.00|
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0090 403.210                6050.000  T   |      36.20000     219010.00|      32.50000     196625.00|
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0100 403.211                2465.000  T   |      36.40000      89726.00|      32.50000      80112.50|
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
     LETTING DATE : 05/28/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/28/03
                                                                                                                   PAGE : 2
     COUNTIE(S): WALDO                                  TABULATION OF BIDS
                                            CONTRACT ID : 010647.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000059            |(      )
                                          |THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.213                4160.000  T   |      35.60000     148096.00|      32.50000     135200.00|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0120 409.15                 3100.000  G   |       3.00000       9300.00|       3.00000       9300.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 411.10                  120.000  CY  |      45.00000       5400.00|      37.50000       4500.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0140 504.069                  24.000  EA  |     140.00000       3360.00|      50.00000       1200.00|
  CONCRETE PIPE TIES                      |                            |                            |
0150 603.16                  774.000  LF  |      27.00000      20898.00|      15.00000      11610.00|
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0160 603.179                 616.000  LF  |      42.00000      25872.00|      65.00000      40040.00|
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0170 603.19                   30.000  LF  |      30.00000        900.00|      25.00000        750.00|
  24 INCH CULVERT PIPE OPTION I           |                            |                            |
0180 603.199                 438.000  LF  |      47.00000      20586.00|      70.00000      30660.00|
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0190 603.209                 136.000  LF  |      54.00000       7344.00|      77.50000      10540.00|
  30 INCH CULVERT PIPE OPTION III         |                            |                            |
0200 603.235                 112.000  LF  |      93.00000      10416.00|     105.00000      11760.00|
  48 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0210 603.47                   56.000  LF  |     170.00000       9520.00|     315.00000      17640.00|
  60 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  IV                                      |                            |                            |
0220 606.17                  450.000  LF  |      11.00000       4950.00|       9.50000       4275.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0230 606.178                  50.000  LF  |       8.00000        400.00|       7.00000        350.00|
  GUARDRAIL BEAM                          |                            |                            |
0240 606.21                   25.000  LF  |      12.00000        300.00|      10.75000        268.75|
  GUARDRAIL TYPE 3B - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
0250 606.22                   25.000  LF  |      12.00000        300.00|      10.75000        268.75|
  GUARDRAIL TYPE 3B - OVER 15 FOOT RADIUS |                            |                            |
0260 606.265                   3.000  EA  |      35.00000        105.00|      60.00000        180.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0270 606.35                    5.000  EA  |      35.00000        175.00|      25.00000        125.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.47                   10.000  EA  |      25.00000        250.00|      35.00000        350.00|
  SINGLE WOOD POST                        |                            |                            |
     LETTING DATE : 05/28/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/28/03
                                                                                                                   PAGE : 3
     COUNTIE(S): WALDO                                  TABULATION OF BIDS
                                            CONTRACT ID : 010647.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000059            |(      )
                                          |THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.51                    1.000  EA  |     200.00000        200.00|     200.00000        200.00|
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0300 606.752                   1.000  EA  |    1000.00000       1000.00|     925.00000        925.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0310 606.76                    1.000  EA  |    1400.00000       1400.00|    1500.00000       1500.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0320 609.31                 2310.000  LF  |       6.00000      13860.00|       5.25000      12127.50|
  CURB TYPE 3                             |                            |                            |
0330 610.08                   95.000  CY  |      60.00000       5700.00|      62.50000       5937.50|
  PLAIN RIPRAP                            |                            |                            |
0340 610.18                  295.000  CY  |      40.00000      11800.00|      45.00000      13275.00|
  STONE DITCH PROTECTION                  |                            |                            |
0350 613.319                9475.000  SY  |       1.80000      17055.00|       1.50000      14212.50|
  EROSION CONTROL BLANKET                 |                            |                            |
0360 618.1401                370.000  UN  |      13.00000       4810.00|      14.00000       5180.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 619.1201                370.000  UN  |       6.00000       2220.00|       6.00000       2220.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0380 620.56                 1230.000  SY  |       1.70000       2091.00|       1.90000       2337.00|
  DRAINAGE GEOTEXTILE                     |                            |                            |
0390 627.76                           LUMP|    3000.00000       3000.00|    6500.00000       6500.00|
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0400 629.05                   20.000  HR  |      21.00000        420.00|      35.00000        700.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0410 631.12                   30.000  HR  |      90.00000       2700.00|     135.00000       4050.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0420 631.14                   15.000  HR  |      80.00000       1200.00|     135.00000       2025.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0430 631.172                  60.000  HR  |      44.00000       2640.00|      65.00000       3900.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0440 631.32                   10.000  HR  |     120.00000       1200.00|     300.00000       3000.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0450 639.19                    1.000  EA  |    6000.00000       6000.00|    6500.00000       6500.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0460 652.31                   10.000  EA  |      75.00000        750.00|      60.00000        600.00|
  TYPE I BARRICADE                        |                            |                            |
0470 652.33                   15.000  EA  |      30.00000        450.00|      55.00000        825.00|
  DRUM                                    |                            |                            |
0480 652.34                  125.000  EA  |      12.00000       1500.00|      15.00000       1875.00|
  CONE                                    |                            |                            |
     LETTING DATE : 05/28/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/28/03
                                                                                                                   PAGE : 4
     COUNTIE(S): WALDO                                  TABULATION OF BIDS
                                            CONTRACT ID : 010647.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000059            |(      )
                                          |THE LANE CONSTRUCTION CORP. |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.35                 1931.000  SF  |       7.00000      13517.00|       6.00000      11586.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0500 652.36                   95.000  CD  |     125.00000      11875.00|     250.00000      23750.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0510 652.38                 3335.000  HR  |      13.00000      43355.00|      12.00000      40020.00|
  FLAGGER                                 |                            |                            |
0520 656.75                           LUMP|   22000.00000      22000.00|   17500.00000      17500.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0530 659.10                           LUMP|   65000.00000      65000.00|  120250.00000     120250.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,196,132.78|             $  1,243,048.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,196,132.78|             $  1,243,048.00|              $
====================================================================================================================================