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     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 012894.00                                     COMPLETION DATE : 10/07/06
                                                           =========
   PROJECT(S):  STP-1289(400)X          LOCATION(S): MILLINOCKET-EAST MILLINOCKET, HIGHWAYSRESURFACINGMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  MILLINOCKET-EAST MILLINOCKET, HIGHWAY RESURFACING                             NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                              $     1,292,972.00  100.0000%
====================================================================================================================================
                                          |(   1  ) 000022              |(      )                     |(      )
                                          |LANE CONSTRUCTION CORP. (THE |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY I
                                          |                             |                             |
0010 202.202              19070.000  SY   |       2.70000       51489.00|                             |
  REMOVING PAVEMENT SURFACE               |                             |                             |
0020 202.203                850.000  SY   |      14.00000       11900.00|                             |
  PAVEMENT BUTT JOINTS                    |                             |                             |
0030 203.20                  20.000  CY   |      20.00000         400.00|                             |
  COMMON EXCAVATION                       |                             |                             |
0040 203.25                  20.000  CY   |      20.00000         400.00|                             |
  GRANULAR BORROW                         |                             |                             |
0050 204.41                 250.000  SY   |      12.00000        3000.00|                             |
  REHABILITATION OF EXISTING SHOULDERS,   |                             |                             |
  PLAN QUANTITY                           |                             |                             |
0060 211.30                2320.000  LF   |       7.00000       16240.00|                             |
  DITCH EXCAVATION                        |                             |                             |
0070 304.103                180.000  CY   |      30.00000        5400.00|                             |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                             |                             |
  MEASURE)                                |                             |                             |
0080 403.209                320.000  T    |     115.00000       36800.00|                             |
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0090 403.210               7280.000  T    |      61.90000      450632.00|                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0100 403.211               5840.000  T    |      61.90000      361496.00|                             |
  HOT MIX ASPHALT (SHIMMING)              |                             |                             |
0110 409.15                7570.000  G    |       4.00000       30280.00|                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 012894.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022              |(       )                    |(      )
                                          |LANE CONSTRUCTION CORP. (THE |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 411.10                 140.000  CY   |      70.00000        9800.00|                             |
  UNTREATED AGGREGATE SURFACE COURSE      |                             |                             |
  (TRUCK MEASURE)                         |                             |                             |
0130 604.164                  1.000  EA   |    2200.00000        2200.00|                             |
  REBUILDING CATCH BASIN                  |                             |                             |
0140 604.18                  14.000  EA   |     950.00000       13300.00|                             |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                             |                             |
  GRADE                                   |                             |                             |
0150 606.178                250.000  LF   |      11.00000        2750.00|                             |
  GUARDRAIL BEAM                          |                             |                             |
0160 606.22                  25.000  LF   |      22.00000         550.00|                             |
  GUARDRAIL TYPE 3B - OVER 15 FOOT RADIUS |                             |                             |
0170 606.265                  5.000  EA   |      55.00000         275.00|                             |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0180 606.353                 10.000  EA   |      55.00000         550.00|                             |
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0190 606.362                250.000  LF   |       3.00000         750.00|                             |
  GUARDRAIL ADJUSTED                      |                             |                             |
0200 606.365                200.000  LF   |       6.00000        1200.00|                             |
  GUARDRAIL REMOVE, MODIFY, AND RESET     |                             |                             |
  TYPR 3B TO 3C                           |                             |                             |
0210 606.367                 15.000  EA   |      50.00000         750.00|                             |
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                             |                             |
  POSTS                                   |                             |                             |
0220 606.754                  4.000  EA   |    1100.00000        4400.00|                             |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                             |                             |
  TERMINAL                                |                             |                             |
0230 606.79                   4.000  EA   |    1700.00000        6800.00|                             |
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0240 608.46                 280.000  SY   |       4.50000        1260.00|                             |
  REGRADING SIDEWALK                      |                             |                             |
0250 609.237                 16.000  EA   |      65.00000        1040.00|                             |
  TERMINAL CURB TYPE 1 - 7 FOOT           |                             |                             |
0260 609.31                 100.000  LF   |       8.00000         800.00|                             |
  CURB TYPE 3                             |                             |                             |
0270 609.38                 240.000  LF   |      28.00000        6720.00|                             |
  RESET CURB TYPE 1                       |                             |                             |
0280 609.40                  40.000  LF   |      28.00000        1120.00|                             |
  RESET CURB TYPE 5                       |                             |                             |
0290 610.08                  20.000  CY   |      90.00000        1800.00|                             |
  PLAIN RIPRAP                            |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 012894.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022              |(       )                    |(      )
                                          |LANE CONSTRUCTION CORP. (THE |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 613.319               1090.000  SY   |       3.00000        3270.00|                             |
  EROSION CONTROL BLANKET                 |                             |                             |
0310 618.1401               320.000  UN   |      16.00000        5120.00|                             |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0320 619.1201               320.000  UN   |      10.00000        3200.00|                             |
  MULCH - PLAN QUANTITY                   |                             |                             |
0330 620.58                  50.000  SY   |       3.00000         150.00|                             |
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0340 627.75                 120.000  SF   |       7.00000         840.00|                             |
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0350 627.76                          LUMP |   16500.00000       16500.00|                             |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0360 629.05                  10.000  HR   |      35.00000         350.00|                             |
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0370 631.10                  10.000  HR   |      90.00000         900.00|                             |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0380 631.11                  10.000  HR   |      40.00000         400.00|                             |
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0390 631.12                 100.000  HR   |     110.00000       11000.00|                             |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0400 631.132                 10.000  HR   |      80.00000         800.00|                             |
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                             |                             |
0410 631.14                  50.000  HR   |     130.00000        6500.00|                             |
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0420 631.172                100.000  HR   |      65.00000        6500.00|                             |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0430 631.18                  10.000  HR   |      40.00000         400.00|                             |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                             |                             |
0440 639.19                   1.000  EA   |   12000.00000       12000.00|                             |
  FIELD OFFICE TYPE B                     |                             |                             |
0450 643.50                   2.000  EA   |    1500.00000        3000.00|                             |
  MICROWAVE TRAFFIC SIGNAL DETECTOR       |                             |                             |
0460 652.38                1830.000  HR   |      18.00000       32940.00|                             |
  FLAGGER                                 |                             |                             |
0470 652.39                          LUMP |   40000.00000       40000.00|                             |
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0480 659.10                          LUMP |  125000.00000      125000.00|                             |
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $     1,292,972.00|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     1,292,972.00|           $                 |           $
====================================================================================================================================