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     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011398.00                                     COMPLETION DATE : 12/12/05
                                                           =========
   PROJECT(S):  NH-1139(800)E           LOCATION(S): BREWER                         MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1157(500)X                       BANGOR
                STP-1157(600)X                       BREWER                        A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BANGOR & BREWER, HIGHWAY RESURFACING                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  2,594,854.42     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               48392.000  SY  |       1.65000      79846.80|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                4241.000  SY  |      10.00000      42410.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 211.20                 5100.000  LF  |       3.30000      16830.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0040 211.22                 4027.000  LF  |       4.20000      16913.40|                            |
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0050 211.30                 4760.000  LF  |       4.20000      19992.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0060 304.103                 800.000  CY  |      47.00000      37600.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0070 310.35                32540.000  SY  |       8.90000     289606.00|                            |
  COLD IN-PLACE RECYCLED ASPHALT PAVEMENT |                            |                            |
  (TRAVELING PUGMILL) 5 INCH              |                            |                            |
0080 403.209                 610.000  T   |     105.00000      64050.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0090 403.210               10580.000  T   |      40.50000     428490.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0100 403.211                4550.000  T   |      45.80000     208390.00|                            |
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0110 403.213                 200.000  T   |      58.00000      11600.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011398.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 409.15                 9980.000  G   |       3.00000      29940.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 411.10                  100.000  CY  |      54.00000       5400.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0140 603.16                  754.000  LF  |      43.00000      32422.00|                            |
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0150 603.17                  124.000  LF  |      45.00000       5580.00|                            |
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0160 603.179                 737.000  LF  |     107.00000      78859.00|                            |
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0170 603.199                 365.000  LF  |     110.00000      40150.00|                            |
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0180 604.161                  39.000  EA  |     860.00000      33540.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0190 604.164                  12.000  EA  |    2150.00000      25800.00|                            |
  REBUILDING CATCH BASIN                  |                            |                            |
0200 604.167                   4.000  EA  |     380.00000       1520.00|                            |
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0210 604.18                   55.000  EA  |     320.00000      17600.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0220 604.182                   5.000  EA  |     170.00000        850.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0230 604.262                  13.000  EA  |    3400.00000      44200.00|                            |
  CATCH BASIN TYPE B5-C                   |                            |                            |
0240 606.1731                  4.000  EA  |    1100.00000       4400.00|                            |
  BRIDGE CONNECTION TYPE 1                |                            |                            |
0250 606.178                  50.000  LF  |       7.00000        350.00|                            |
  GUARDRAIL BEAM                          |                            |                            |
0260 606.23                 1125.000  LF  |      14.00000      15750.00|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0270 606.231                 120.000  LF  |      15.50000       1860.00|                            |
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
0280 606.265                   4.000  EA  |      37.00000        148.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0290 606.35                   25.000  EA  |      30.00000        750.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0300 606.367                  30.000  EA  |      42.00000       1260.00|                            |
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011398.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.47                   50.000  EA  |      33.80000       1690.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0320 606.754                  15.000  EA  |    1400.00000      21000.00|                            |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0330 606.79                   15.000  EA  |    1480.00000      22200.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0340 608.26                  220.000  SF  |      16.50000       3630.00|                            |
  CURB RAMP DETECTABLE WARNING FIELD      |                            |                            |
0350 609.31                17338.000  LF  |       5.00000      86690.00|                            |
  CURB TYPE 3                             |                            |                            |
0360 609.38                 5860.000  LF  |      15.00000      87900.00|                            |
  RESET CURB TYPE 1                       |                            |                            |
0370 609.50                 5860.000  LF  |       1.30000       7618.00|                            |
  CONCRETE BASE FOR CURBING               |                            |                            |
0380 610.08                  130.000  CY  |      70.00000       9100.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0390 613.319                3581.000  SY  |       2.30000       8236.30|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0400 615.07                  550.000  CY  |      33.00000      18150.00|                            |
  LOAM                                    |                            |                            |
0410 618.1301                 95.000  UN  |      20.00000       1900.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0420 618.1401                259.000  UN  |      16.50000       4273.50|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0430 619.1201                354.000  UN  |       8.75000       3097.50|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0440 620.58                  436.000  SY  |       2.50000       1090.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0450 627.711               95272.000  LF  |       0.11000      10479.92|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
0460 627.75                 5080.000  SF  |       1.40000       7112.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0470 627.76                           LUMP|    7000.00000       7000.00|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0480 629.05                  100.000  HR  |      25.00000       2500.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0490 631.10                   25.000  HR  |      40.00000       1000.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 4
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011398.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.11                   25.000  HR  |      40.00000       1000.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0510 631.12                  341.000  HR  |     120.00000      40920.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0520 631.14                   20.000  HR  |     100.00000       2000.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0530 631.172                 460.000  HR  |      47.00000      21620.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0540 631.18                   25.000  HR  |      30.00000        750.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0550 631.32                   56.000  HR  |     150.00000       8400.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0560 639.19                    1.000  EA  |    9000.00000       9000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0570 652.38                 5060.000  HR  |      13.00000      65780.00|                            |
  FLAGGER                                 |                            |                            |
0580 652.39                           LUMP|   67000.00000      67000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0590 656.75                           LUMP|   18000.00000      18000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0600 658.20                   10.000  SY  |      12.50000        125.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0610 659.10                           LUMP|  170000.00000     170000.00|                            |
  MOBILIZATION                            |                            |                            |
0620 660.21                 2000.000  HR  |       1.00000       2000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
0630 801.14                  100.000  LF  |     120.00000      12000.00|                            |
  4" PVC SANITARY SEWER                   |                            |                            |
0640 801.17                  115.000  LF  |      69.00000       7935.00|                            |
  8 INCH PVC SANITARY SEWER (SDR-35)      |                            |                            |
0650 801.175                 439.000  LF  |      70.00000      30730.00|                            |
  10 INCH PVC SANITARY SEWER              |                            |                            |
0660 801.18                  170.000  LF  |      73.00000      12410.00|                            |
  12 INCH PVC SANITARY SEWER (SDR-35)     |                            |                            |
0670 803.01                    2.000  EA  |     500.00000       1000.00|                            |
  TEST PITS                               |                            |                            |
0680 803.16                    5.000  EA  |    4200.00000      21000.00|                            |
  4 FOOT DIAMETER PRECAST SEWER MANHOLE   |                            |                            |
0690 812.162                  68.000  EA  |     320.00000      21760.00|                            |
  ADJUSTING SEWER MANHOLE TO GRADE        |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 5
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011398.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 812.164                   1.000  EA  |    3200.00000       3200.00|                            |
  REBUILDING SEWER MANHOLE                |                            |                            |
0710 823.011                  36.000  EA  |     600.00000      21600.00|                            |
  GATE VALVE BOX, INSTALL ONLY            |                            |                            |
0720 823.332                  20.000  EA  |     470.00000       9400.00|                            |
  GATE VALVE BOX, ADJUST TO GRADE         |                            |                            |
     SECTION TOTALS                       |             $  2,408,404.42|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   OPTION 1
                                          |                            |                            |
0730 204.41                 2720.000  SY  |       0.00000          0.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0740 309.36                12700.000  SY  |       0.00000          0.00|                            |
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                            |                            |
  6 INCH DEPTH                            |                            |                            |
0750 403.210                 875.000  T   |       0.00000          0.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0760 403.213                1050.000  T   |       0.00000          0.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   OPTION 2
                                          |                            |                            |
0770 204.41                 2720.000  SY  |       0.00000          0.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0780 307.32                12700.000  SY  |       0.00000          0.00|                            |
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                            |                            |
  MAINELINE TRAVELWAY)                    |                            |                            |
0790 310.23                12700.000  SY  |       0.00000          0.00|                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                            |                            |
  INCH DEPTH                              |                            |                            |
0800 403.210                1050.000  T   |       0.00000          0.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0810 403.213                1225.000  T   |       0.00000          0.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   OPTION 3
                                          |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 6
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011398.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0820 304.104                1715.000  CY  |       0.00000          0.00|                            |
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0830 310.23                12700.000  SY  |       0.00000          0.00|                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                            |                            |
  INCH DEPTH                              |                            |                            |
0840 403.210                1050.000  T   |       0.00000          0.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0850 403.213                1400.000  T   |       0.00000          0.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   OPTION 4
                                          |                            |                            |
0860 204.41                 2720.000  SY  |       5.50000      14960.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0870 307.32                12700.000  SY  |       2.10000      26670.00|                            |
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                            |                            |
  MAINELINE TRAVELWAY)                    |                            |                            |
0880 403.210                1050.000  T   |      40.50000      42525.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0890 403.213                2495.000  T   |      41.00000     102295.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
     SECTION TOTALS                       |             $    186,450.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,594,854.42|             $              |              $
====================================================================================================================================