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     LETTING DATE : 03/08/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/08/06
                                                                                                                   PAGE : 1
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 012846.00                                     COMPLETION DATE : 09/16/06
                                                           =========
   PROJECT(S):  STP-1284(600)X          LOCATION(S): LONG POND TWP.-SANDWICH ACAD. GRANT, HIGHWAYERESURFACING TRANSPORTATION
                NH-1291(700)E                        JACKMAN, HIGHWAY RESURFACING
                                                                                   A TRUE COPY : __________________________
      BASIS OF AWARD WILL BE SECTION 001.            TITLE : __________________________
                                                                                  ATTEST : ____________________________
CONTRACT DESCRIPTION :  JACKMAN, LONG POND TWP-SANDWICH ACAD. GRANT, HIGHWAY                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $  2,889,423.56     100.0000%
   2   000022         LANE CONSTRUCTION CORP. (THE)                                          $  3,491,543.50     120.8388%
====================================================================================================================================
                                          |(   1  ) 000059             |(   2  ) 000022             |(      )
                                          |PIKE INDUSTRIES, INC.       |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               38500.000  SY  |       2.69000     103565.00|       2.70000     103950.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 203.242                1600.000  CY  |      26.77000      42832.00|      35.00000      56000.00|
  DIRTY BORROW                            |                            |                            |
0030 304.103                 300.000  CY  |      27.93000       8379.00|      38.00000      11400.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0040 304.104                5910.000  CY  |      24.09000     142371.90|      40.00000     236400.00|
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0050 403.209                  10.000  T   |     248.00000       2480.00|     175.00000       1750.00|
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENTALS)                    |                            |                            |
0060 403.210               11350.000  T   |      59.61000     676573.50|      69.40000     787690.00|
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0070 403.211                5800.000  T   |      61.71000     357918.00|      69.25000     401650.00|
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0080 403.212                2500.000  T   |      60.46000     151150.00|      69.25000     173125.00|
  HOT MIX ASPHALT 4.75 MM HMA             |                            |                            |
0090 403.213               12650.000  T   |      60.74000     768361.00|      69.25000     876012.50|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0100 409.15                12750.000  G   |       5.07000      64642.50|       6.00000      76500.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 411.10                   40.000  CY  |      75.65000       3026.00|      55.00000       2200.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
     LETTING DATE : 03/08/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/08/06
                                                                                                                   PAGE : 2
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 012846.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000022            |(      )
                                          |PIKE INDUSTRIES, INC.       |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.16                  480.000  LF  |      24.44000      11731.20|      39.00000      18720.00|
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0130 603.17                   60.000  LF  |      32.59000       1955.40|      44.00000       2640.00|
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0140 603.179                 163.000  LF  |      73.33000      11952.79|     220.00000      35860.00|
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0150 603.199                 134.000  LF  |      84.96000      11384.64|     165.00000      22110.00|
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0160 605.09                  700.000  LF  |      32.59000      22813.00|      36.00000      25200.00|
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0170 605.10                   20.000  LF  |      25.08000        501.60|      33.00000        660.00|
  6 INCH UNDERDRAIN OUTLET                |                            |                            |
0180 606.23                  800.000  LF  |      14.57000      11656.00|      18.00000      14400.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0190 606.231                  12.500  LF  |      14.57000        182.13|      55.00000        687.50|
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
0200 606.232                  12.500  LF  |      14.57000        182.13|      55.00000        687.50|
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                            |                            |
0210 606.265                   1.000  EA  |      69.83000         69.83|      55.00000         55.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0220 606.353                  27.000  EA  |      34.92000        942.84|      55.00000       1485.00|
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                            |                            |
0230 606.362                 571.000  LF  |       2.91000       1661.61|       6.00000       3426.00|
  GUARDRAIL ADJUSTED                      |                            |                            |
0240 606.754                  13.000  EA  |    1745.84000      22695.92|    3000.00000      39000.00|
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0250 606.79                   13.000  EA  |    2095.00000      27235.00|    2200.00000      28600.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0260 610.08                   20.000  CY  |      98.93000       1978.60|     130.00000       2600.00|
  PLAIN RIPRAP                            |                            |                            |
0270 613.319                1500.000  SY  |       2.91000       4365.00|       2.50000       3750.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0280 618.1401                 95.000  UN  |      21.24000       2017.80|      20.00000       1900.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0290 619.1201                 95.000  UN  |      16.29000       1547.55|      15.00000       1425.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0300 627.76                           LUMP|    2909.73000       2909.73|   30000.00000      30000.00|
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
     LETTING DATE : 03/08/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/08/06
                                                                                                                   PAGE : 3
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 012846.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000022            |(      )
                                          |PIKE INDUSTRIES, INC.       |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 629.05                   30.000  HR  |      44.23000       1326.90|      32.00000        960.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0320 631.12                   80.000  HR  |     128.03000      10242.40|     145.00000      11600.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0330 631.14                   40.000  HR  |     209.50000       8380.00|     135.00000       5400.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0340 631.172                 100.000  HR  |      81.47000       8147.00|      70.00000       7000.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0350 631.22                   10.000  HR  |      81.47000        814.70|      90.00000        900.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0360 631.32                   10.000  HR  |     290.97000       2909.70|     220.00000       2200.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0370 639.19                    1.000  EA  |   11377.03000      11377.03|   15000.00000      15000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0380 652.38                 2850.000  HR  |      19.79000      56401.50|      20.00000      57000.00|
  FLAGGER                                 |                            |                            |
0390 652.39                           LUMP|  115972.67000     115972.67|   40000.00000      40000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0400 656.75                           LUMP|   15462.29000      15462.29|   30000.00000      30000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0410 659.10                           LUMP|  191905.38000     191905.38|  345000.00000     345000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  2,882,021.24|             $  3,474,943.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SANITARY ITEMS
                                          |                            |                            |
0420 812.162                   8.000  EA  |     488.83000       3910.64|     700.00000       5600.00|
  ADJUSTING SEWER MANHOLE TO GRADE        |                            |                            |
0430 812.164                   2.000  EA  |    1745.84000       3491.68|    5500.00000      11000.00|
  REBUILDING SEWER MANHOLE                |                            |                            |
     SECTION TOTALS                       |             $      7,402.32|             $     16,600.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,889,423.56|             $  3,491,543.50|              $
====================================================================================================================================