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     LETTING DATE : 03/16/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/16/05
                                                                                                                   PAGE : 1
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 011266.00                                     COMPLETION DATE : 10/15/05
                                                           =========
   PROJECT(S):  STP-1126(600)X          LOCATION(S): JONESPORT                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1126(700)X                       JONESPORT
                STP-1133(300)X                       HARRINGTON                    A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  WASHINGTON COUNTY, HIGHWAY RESURFACING                                        NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  1,088,131.50     100.0000%
====================================================================================================================================
                                          |(   1  ) 000022             |(      )                    |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    1.000  EA  |     500.00000        500.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    1.000  EA  |     500.00000        500.00|                            |
  REMOVING STUMP                          |                            |                            |
0030 202.203                1191.000  SY  |      12.00000      14292.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.2001                730.000  CY  |      14.00000      10220.00|                            |
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0050 211.20                 1515.000  LF  |       6.00000       9090.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0060 211.30                 5534.000  LF  |       5.00000      27670.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0070 304.103                1505.000  CY  |      26.50000      39882.50|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0080 304.104                1800.000  CY  |      18.00000      32400.00|                            |
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0090 309.36                10910.000  SY  |       9.30000     101463.00|                            |
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                            |                            |
  6 INCH DEPTH                            |                            |                            |
0100 403.209                  94.000  T   |     105.00000       9870.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0110 403.210                4945.000  T   |      50.00000     247250.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
     LETTING DATE : 03/16/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/16/05
                                                                                                                   PAGE : 2
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 011266.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.211                3440.000  T   |      49.50000     170280.00|                            |
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0130 403.213                1158.000  T   |      48.00000      55584.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0140 409.15                 3540.000  G   |       3.50000      12390.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 411.10                   80.000  CY  |      45.00000       3600.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0160 603.16                  418.000  LF  |      40.00000      16720.00|                            |
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0170 603.179                 165.000  LF  |      70.00000      11550.00|                            |
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0180 603.199                 125.000  LF  |      75.00000       9375.00|                            |
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0190 603.229                  75.000  LF  |     230.00000      17250.00|                            |
  42 INCH CULVERT PIPE OPTION III         |                            |                            |
0200 606.23                  825.000  LF  |      13.75000      11343.75|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0210 606.35                   24.000  EA  |      28.00000        672.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0220 606.357                 683.000  LF  |       4.20000       2868.60|                            |
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0230 606.364                 538.000  LF  |       6.95000       3739.10|                            |
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0240 606.754                   4.000  EA  |     700.00000       2800.00|                            |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0250 606.79                   12.000  EA  |    1520.00000      18240.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0260 609.31                  359.000  LF  |       7.00000       2513.00|                            |
  CURB TYPE 3                             |                            |                            |
0270 610.08                   60.000  CY  |      65.00000       3900.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0280 613.319                2460.000  SY  |       2.00000       4920.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0290 618.1401                253.000  UN  |      21.00000       5313.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0300 619.1201                253.000  UN  |       9.35000       2365.55|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 03/16/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/16/05
                                                                                                                   PAGE : 3
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 011266.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 620.58                  175.000  SY  |       2.00000        350.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0320 627.76                           LUMP|    6000.00000       6000.00|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0330 629.05                   15.000  HR  |      28.00000        420.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0340 631.12                  125.000  HR  |     105.00000      13125.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0350 631.172                 235.000  HR  |      50.00000      11750.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0360 631.18                    5.000  HR  |      35.00000        175.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0370 631.32                    5.000  HR  |     150.00000        750.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0380 639.19                    1.000  EA  |   10000.00000      10000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0390 652.39                           LUMP|   75000.00000      75000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0400 656.75                           LUMP|   12000.00000      12000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0410 659.10                           LUMP|  110000.00000     110000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,088,131.50|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,088,131.50|             $              |              $
====================================================================================================================================