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     LETTING DATE : 05/04/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/05
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010034.00                                     COMPLETION DATE : 10/15/05
                                                           =========
   PROJECT(S):  STP-1003(400)X          LOCATION(S): OLD TOWN, CENTER STREET        MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1134(400)X                       ORONO
                STP-1134(500)X                       ORONO                         A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  ORONO & OLD TOWN, HIGHWAY RESURFACING                                         NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  1,820,114.00     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 202.202               65450.000  SY  |       2.35000     153807.50|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                3090.000  SY  |      12.00000      37080.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.20                 1050.000  CY  |      20.00000      21000.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0040 304.103                  37.000  CY  |      38.00000       1406.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0050 310.26                 6200.000  SY  |       9.90000      61380.00|                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 6 |                            |                            |
  INCH DEPTH                              |                            |                            |
0060 403.209                 422.000  T   |     105.00000      44310.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0070 403.210               10860.000  T   |      50.70000     550602.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0080 403.212                4370.000  T   |      52.00000     227240.00|                            |
  HOT MIX ASPHALT 4.75 MM HMA             |                            |                            |
0090 409.15                 9200.000  G   |       3.00000      27600.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 411.10                   59.000  CY  |      70.00000       4130.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0110 603.159                  98.000  LF  |      50.00000       4900.00|                            |
  12 INCH CULVERT PIPE OPTION III         |                            |                            |
     LETTING DATE : 05/04/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/05
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010034.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 604.161                  14.000  EA  |     775.00000      10850.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0130 604.164                   8.000  EA  |    3000.00000      24000.00|                            |
  REBUILDING CATCH BASIN                  |                            |                            |
0140 604.167                  27.000  EA  |     350.00000       9450.00|                            |
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0150 604.18                    3.000  EA  |     500.00000       1500.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0160 604.182                  95.000  EA  |     200.00000      19000.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0170 605.11                   80.000  LF  |      52.00000       4160.00|                            |
  12 INCH UNDERDRAIN TYPE C               |                            |                            |
0180 606.23                 1150.000  LF  |      13.50000      15525.00|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0190 606.231                 100.000  LF  |      16.00000       1600.00|                            |
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
0200 606.265                   4.000  EA  |      28.00000        112.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0210 606.35                   11.000  EA  |      26.00000        286.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0220 606.754                   3.000  EA  |    2000.00000       6000.00|                            |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0230 606.79                   11.000  EA  |    1400.00000      15400.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0240 609.31                 5444.000  LF  |       6.50000      35386.00|                            |
  CURB TYPE 3                             |                            |                            |
0250 609.38                 2756.000  LF  |      20.00000      55120.00|                            |
  RESET CURB TYPE 1                       |                            |                            |
0260 609.441                 262.000  LF  |      15.00000       3930.00|                            |
  CURBING REMOVED AND STACKED             |                            |                            |
0270 610.08                   10.000  CY  |      70.00000        700.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0280 613.319                 140.000  SY  |       3.40000        476.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0290 615.07                  186.000  CY  |      45.00000       8370.00|                            |
  LOAM                                    |                            |                            |
0300 618.1301                110.000  UN  |      21.00000       2310.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 05/04/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/05
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010034.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 618.1401                 43.000  UN  |      16.50000        709.50|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0320 619.1201                153.000  UN  |       9.50000       1453.50|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0330 627.711               95470.000  LF  |       0.15000      14320.50|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
0340 627.76                           LUMP|    7000.00000       7000.00|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0350 629.05                  110.000  HR  |      25.00000       2750.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0360 631.12                  135.000  HR  |     100.00000      13500.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0370 631.172                 270.000  HR  |      45.00000      12150.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0380 639.19                    1.000  EA  |    8000.00000       8000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0390 643.86                   16.000  EA  |     750.00000      12000.00|                            |
  TRAFFIC SIGNAL LOOP DETECTORS           |                            |                            |
0400 652.38                 2800.000  HR  |      13.25000      37100.00|                            |
  FLAGGER                                 |                            |                            |
0410 652.39                           LUMP|  125000.00000     125000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0420 656.75                           LUMP|   10000.00000      10000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0430 659.10                           LUMP|  180000.00000     180000.00|                            |
  MOBILIZATION                            |                            |                            |
0440 812.162                  85.000  EA  |     500.00000      42500.00|                            |
  ADJUSTING SEWER MANHOLE TO GRADE        |                            |                            |
0450 812.164                   2.000  EA  |    3000.00000       6000.00|                            |
  REBUILDING SEWER MANHOLE                |                            |                            |
     SECTION TOTALS                       |             $  1,820,114.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,820,114.00|             $              |              $
====================================================================================================================================