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     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 1
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32                                     COMPLETION DATE : 09/01/08
                                                           =========
   PROJECT(S):  NCPD/CBI-HP-8483(320)X  LOCATION(S): CALAIS, NEW BORDER CROSSING APPROACHEST&TRRDBRIDGESNT OF TRANSPORTATION
                NCPD/CBI-HP-8483(330)X               CALAIS, NEW BORDER CROSSING APPROACH MITIGATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CALAIS, NEW BORDER CROSSING APPROACH & MITIGATION.                            NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   001104         FUNDY CONTRACTORS, INC.                                                    $     9,330,766.00  100.0000%
   2   000707         SARGENT CORPORATION                                                        $     9,587,230.94  102.7486%
====================================================================================================================================
                                          |(   1  ) 001104              |(   2  ) 000707              |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY/BRIDGE ITEMS                     (BASIS OF AWARD)
                                          |                             |                             |
0010 201.11                   2.000  HA   |   12829.00000       25658.00|   25000.00000       50000.00|
  CLEARING                                |                             |                             |
0020 201.23                  22.000  EA   |     192.00000        4224.00|     495.00000       10890.00|
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 201.24                  22.000  EA   |     154.00000        3388.00|     300.00000        6600.00|
  REMOVING STUMP                          |                             |                             |
0040 202.08                          LUMP |   14113.00000       14113.00|   21600.00000       21600.00|
  REMOVING BUILDING NO.: 1                |                             |                             |
0050 202.08                          LUMP |    9039.00000        9039.00|    4800.00000        4800.00|
  REMOVING BUILDING NO.: 10               |                             |                             |
0060 202.08                          LUMP |   12702.00000       12702.00|   18000.00000       18000.00|
  REMOVING BUILDING NO.: 11               |                             |                             |
0070 202.08                          LUMP |    7115.00000        7115.00|    2400.00000        2400.00|
  REMOVING BUILDING NO.: 12               |                             |                             |
0080 202.08                          LUMP |    9424.00000        9424.00|   14400.00000       14400.00|
  REMOVING BUILDING NO.: 13               |                             |                             |
0090 202.08                          LUMP |    6248.00000        6248.00|    4800.00000        4800.00|
  REMOVING BUILDING NO.: 14               |                             |                             |
0100 202.08                          LUMP |     385.00000         385.00|    1200.00000        1200.00|
  REMOVING BUILDING NO.: 15               |                             |                             |
0110 202.08                          LUMP |   12957.00000       12957.00|   21600.00000       21600.00|
  REMOVING BUILDING NO.: 16               |                             |                             |
0120 202.08                          LUMP |   12573.00000       12573.00|    4800.00000        4800.00|
  REMOVING BUILDING NO.: 17               |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 2
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0130 202.08                          LUMP |    5388.00000        5388.00|    1200.00000        1200.00|
  REMOVING BUILDING NO.: 18               |                             |                             |
0140 202.08                          LUMP |   11477.00000       11477.00|    4800.00000        4800.00|
  REMOVING BUILDING NO.: 19               |                             |                             |
0150 202.08                          LUMP |    6474.00000        6474.00|    2400.00000        2400.00|
  REMOVING BUILDING NO.: 2                |                             |                             |
0160 202.08                          LUMP |    5003.00000        5003.00|    1200.00000        1200.00|
  REMOVING BUILDING NO.: 20               |                             |                             |
0170 202.08                          LUMP |   16036.00000       16036.00|   21600.00000       21600.00|
  REMOVING BUILDING NO.: 3                |                             |                             |
0180 202.08                          LUMP |    6158.00000        6158.00|    9600.00000        9600.00|
  REMOVING BUILDING NO.: 4                |                             |                             |
0190 202.08                          LUMP |    4459.00000        4459.00|    2400.00000        2400.00|
  REMOVING BUILDING NO.: 5                |                             |                             |
0200 202.08                          LUMP |   11732.00000       11732.00|   21600.00000       21600.00|
  REMOVING BUILDING NO.: 6                |                             |                             |
0210 202.08                          LUMP |    9296.00000        9296.00|    2400.00000        2400.00|
  REMOVING BUILDING NO.: 7                |                             |                             |
0220 202.08                          LUMP |   11349.00000       11349.00|   18000.00000       18000.00|
  REMOVING BUILDING NO.: 8                |                             |                             |
0230 202.08                          LUMP |     770.00000         770.00|    1200.00000        1200.00|
  REMOVING BUILDING NO.: 9                |                             |                             |
0240 202.15                   2.000  EA   |    1860.00000        3720.00|     300.00000         600.00|
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0250 202.20               12500.000  M2   |       5.20000       65000.00|       4.56000       57000.00|
  REMOVING BITUMINOUS CONCRETE PAVEMENT   |                             |                             |
0260 202.202               1650.000  M2   |       5.20000        8580.00|       4.02000        6633.00|
  REMOVING PAVEMENT SURFACE               |                             |                             |
0270 202.203                750.000  M2   |      24.70000       18525.00|      24.00000       18000.00|
  PAVEMENT BUTT JOINTS                    |                             |                             |
0280 203.20               23600.000  M3   |      19.80000      467280.00|      21.00000      495600.00|
  COMMON EXCAVATION                       |                             |                             |
0290 203.21                 390.000  M3   |      81.00000       31590.00|     100.00000       39000.00|
  ROCK EXCAVATION                         |                             |                             |
0300 203.232               1900.000  M3   |      31.00000       58900.00|      20.00000       38000.00|
  MITIGATION EXCAVATION                   |                             |                             |
0310 203.24               62561.000  M3   |      18.00000     1126098.00|      17.40000     1088561.40|
  COMMON BORROW                           |                             |                             |
0320 203.242               1100.000  M3   |      19.00000       20900.00|      30.00000       33000.00|
  DIRTY BORROW                            |                             |                             |
0330 203.25                 490.000  M3   |      26.00000       12740.00|      28.00000       13720.00|
  GRANULAR BORROW                         |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 3
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0340 206.061                 50.000  M3   |      37.00000        1850.00|      24.00000        1200.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0350 304.10               18000.000  M3   |      22.90000      412200.00|      24.09000      433620.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0360 403.207               3497.000  MG   |      97.00000      339209.00|      86.35000      301965.95|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                             |                             |
0370 403.208               4650.000  MG   |      97.00000      451050.00|      86.35000      401527.50|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                             |                             |
0380 403.209                 62.000  MG   |     216.00000       13392.00|     192.50000       11935.00|
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0390 403.211                660.000  MG   |     160.00000      105600.00|     143.00000       94380.00|
  HOT MIX ASPHALT (SHIM)                  |                             |                             |
0400 403.213               1400.000  MG   |      97.00000      135800.00|      86.35000      120890.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                             |                             |
0410 409.15                3000.000  L    |       2.47000        7410.00|       2.20000        6600.00|
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0420 501.231                  8.000  EA   |    3719.00000       29752.00|    3630.00000       29040.00|
  DYNAMIC LOADING TEST                    |                             |                             |
0430 501.46                 640.000  M    |     191.00000      122240.00|     187.00000      119680.00|
  STEEL H-BEAM PILES 109 KG/M, DELIVERED  |                             |                             |
0440 501.461                640.000  M    |      25.00000       16000.00|      24.20000       15488.00|
  STEEL H-BEAM PILES 109 KG/M, IN PLACE   |                             |                             |
0450 501.90                  38.000  EA   |     310.00000       11780.00|     302.50000       11495.00|
  PILE TIPS                               |                             |                             |
0460 501.91                  38.000  EA   |      12.00000         456.00|      12.10000         459.80|
  PILE SPLICES                            |                             |                             |
0470 501.92                          LUMP |   26036.00000       26036.00|  200000.00000      200000.00|
  PILE DRIVING EQUIPMENT MOBILIZATION     |                             |                             |
0480 502.219                280.000  LS   |  170930.00000      170930.00|  217000.00000      217000.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                             |                             |
  RETAINING WALLS                         |                             |                             |
0490 502.25                 149.000  LS   |   80912.00000       80912.00|   92400.00000       92400.00|
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                             |                             |
0500 502.31                  57.000  LS   |   23109.00000       23109.00|   33220.00000       33220.00|
  STRUCTURAL CONCRETE APPROACH SLABS      |                             |                             |
0510 502.341                 39.000  M3   |     741.00000       28899.00|     438.82000       17113.98|
  STRUCTURAL CONCRETE ROADWAY MEDIAN      |                             |                             |
0520 502.345                110.000  M3   |     872.00000       95920.00|     553.90000       60929.00|
  STRUCTURAL CONCRETE - COLORED PAVEMENT  |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 4
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0530 503.12               33300.000  KG   |       1.39000       46287.00|       1.10000       36630.00|
  REINFORCING STEEL, FABRICATED AND       |                             |                             |
  DELIVERED                               |                             |                             |
0540 503.13               33300.000  KG   |       0.78000       25974.00|       1.65000       54945.00|
  REINFORCING STEEL, PLACING              |                             |                             |
0550 508.14                 850.000  LS   |   26346.00000       26346.00|   35200.00000       35200.00|
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                             |                             |
0560 514.06                   2.000  EA   |    6199.00000       12398.00|    1650.00000        3300.00|
  CURING BOX FOR CONCRETE CYLINDERS       |                             |                             |
0570 515.21                 400.000  LS   |   12398.00000       12398.00|    3300.00000        3300.00|
  PROTECTIVE COATING FOR CONCRETE SURFACE |                             |                             |
0580 524.40                          LUMP |   44633.00000       44633.00|   93500.00000       93500.00|
  PROTECTIVE SHIELD                       |                             |                             |
0590 526.321                144.000  LS   |   53560.00000       53560.00|   52800.00000       52800.00|
  PERMANENT CONCRETE BARRIER TYPE III A   |                             |                             |
0600 535.62                 370.000  LS   |  838762.00000      838762.00| 1128050.00000     1128050.00|
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                             |                             |
0610 602.30                   2.000  M3   |     372.00000         744.00|      94.18000         188.36|
  FLOWABLE CONCRETE FILL                  |                             |                             |
0620 603.159                 12.000  M    |     149.00000        1788.00|      99.41000        1192.92|
  300 MM CULVERT PIPE OPTION III          |                             |                             |
0630 603.17                  51.000  M    |     223.00000       11373.00|      82.90000        4227.90|
  450 MM CULVERT PIPE OPTION I            |                             |                             |
0640 603.1753                22.000  M    |     260.00000        5720.00|     128.03000        2816.66|
  450 MM RCP CLASS V                      |                             |                             |
0650 603.179                250.000  M    |     223.00000       55750.00|     122.86000       30715.00|
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0660 603.199                 44.000  M    |     341.00000       15004.00|     161.17000        7091.48|
  600 MM CULVERT PIPE OPTION III          |                             |                             |
0670 603.205                 10.000  M    |     422.00000        4220.00|     205.69000        2056.90|
  750 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0680 603.209                 97.000  M    |     372.00000       36084.00|     205.69000       19951.93|
  750 MM CULVERT PIPE OPTION III          |                             |                             |
0690 603.21                  22.000  M    |     496.00000       10912.00|     259.73000        5714.06|
  900 MM CULVERT PIPE OPTION I            |                             |                             |
0700 603.215                 69.000  M    |     558.00000       38502.00|     259.73000       17921.37|
  900 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0710 603.239                 51.000  M    |     620.00000       31620.00|     409.04000       20861.04|
  1200 MM CULVERT PIPE OPTION III         |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 5
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0720 603.39                  71.000  M    |    1736.00000      123256.00|     945.54000       67133.34|
  1825 MM SPAN 1375 MM RISE PIPE ARCH     |                             |                             |
  OPTION III                              |                             |                             |
0730 604.072                  6.000  EA   |    3223.00000       19338.00|    2800.00000       16800.00|
  CATCH BASIN TYPE A1-C                   |                             |                             |
0740 604.076                  2.000  EA   |    4339.00000        8678.00|    3200.00000        6400.00|
  1500 MM CATCH BASIN TYPE A1-C           |                             |                             |
0750 604.09                   3.000  EA   |    3223.00000        9669.00|    2200.00000        6600.00|
  CATCH BASIN TYPE B1                     |                             |                             |
0760 604.092                  3.000  EA   |    3223.00000        9669.00|    2300.00000        6900.00|
  CATCH BASIN TYPE B1-C                   |                             |                             |
0770 605.09                 110.000  M    |     118.00000       12980.00|      90.00000        9900.00|
  150 MM UNDERDRAIN TYPE B                |                             |                             |
0780 605.11                  59.000  M    |     186.00000       10974.00|     120.00000        7080.00|
  300 MM UNDERDRAIN TYPE C                |                             |                             |
0790 606.1721                 6.000  EA   |    1736.00000       10416.00|    1540.00000        9240.00|
  BRIDGE TRANSITION - TYPE 1              |                             |                             |
0800 606.23                 620.000  M    |      61.00000       37820.00|      50.60000       31372.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0810 606.232                 34.000  M    |      64.00000        2176.00|      53.90000        1832.60|
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                             |                             |
0820 606.258                  1.000  EA   |    1364.00000        1364.00|    1980.00000        1980.00|
  CABLE RELEASING TERMINAL ANCHORAGE      |                             |                             |
  ASSEMBLY                                |                             |                             |
0830 606.265                  1.000  EA   |      74.00000          74.00|      60.50000          60.50|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0840 606.353                 13.000  EA   |      43.00000         559.00|      40.70000         529.10|
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0850 606.79                   5.000  EA   |    2542.00000       12710.00|    1848.00000        9240.00|
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0860 607.244                         LUMP |    6199.00000        6199.00|      49.50000          49.50|
  REMOVE AND DISPOSE FENCE                |                             |                             |
0870 609.12                  56.000  M    |     148.00000        8288.00|     121.82000        6821.92|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                             |                             |
0880 609.31                 510.000  M    |      37.00000       18870.00|      26.40000       13464.00|
  CURB TYPE 3                             |                             |                             |
0890 609.34                 530.000  M    |      96.00000       50880.00|      75.12000       39813.60|
  CURB TYPE 5                             |                             |                             |
0900 609.35                  17.000  M    |     268.00000        4556.00|     227.92000        3874.64|
  CURB TYPE 5 - CIRCULAR                  |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 6
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0910 610.08                 560.000  M3   |      87.00000       48720.00|      60.00000       33600.00|
  PLAIN RIPRAP                            |                             |                             |
0920 610.18                  25.000  M3   |      87.00000        2175.00|      50.00000        1250.00|
  STONE DITCH PROTECTION                  |                             |                             |
0930 613.319               5650.000  M2   |       4.00000       22600.00|       2.00000       11300.00|
  EROSION CONTROL BLANKET                 |                             |                             |
0940 613.329                100.000  M2   |      12.00000        1200.00|       5.00000         500.00|
  EXTENDED USE EROSION CONTROL BLANKETS   |                             |                             |
0950 615.07                  25.000  M3   |      25.00000         625.00|      20.00000         500.00|
  LOAM                                    |                             |                             |
0960 615.08                 610.000  M3   |     124.00000       75640.00|      20.00000       12200.00|
  WETLANDS LOAM                           |                             |                             |
0970 615.0862              1475.000  M3   |      62.00000       91450.00|      20.00000       29500.00|
  LOAM / SALVAGE MIX                      |                             |                             |
0980 615.09                1300.000  M3   |      62.00000       80600.00|      12.00000       15600.00|
  TOPSOIL SALVAGE                         |                             |                             |
0990 617.37                 350.000  M3   |     124.00000       43400.00|      40.00000       14000.00|
  WOODWASTE MULCH                         |                             |                             |
1000 618.1301                 3.000  UN   |      56.00000         168.00|      35.00000         105.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
1010 618.1401               220.000  UN   |      22.00000        4840.00|      19.75000        4345.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
1020 618.1411               290.000  UN   |      37.00000       10730.00|      32.45000        9410.50|
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                             |                             |
1030 618.143                 28.000  UN   |      48.00000        1344.00|      42.90000        1201.20|
  SPECIAL SEED MIX: WATER DISTRICT #1     |                             |                             |
1040 618.143                 80.000  UN   |      65.00000        5200.00|      57.99000        4639.20|
  SPECIAL SEED MIX: WATER DISTRICT #2     |                             |                             |
1050 618.25                   5.000  M3   |      31.00000         155.00|      27.50000         137.50|
  APPLIED WATER                           |                             |                             |
1060 619.1201               500.000  UN   |      15.00000        7500.00|      13.20000        6600.00|
  MULCH - PLAN QUANTITY                   |                             |                             |
1070 619.1401               240.000  M3   |      62.00000       14880.00|      57.55000       13812.00|
  EROSION CONTROL MIX                     |                             |                             |
1080 619.141                108.000  UN   |      50.00000        5400.00|      44.00000        4752.00|
  SPECIAL MULCH                           |                             |                             |
1090 620.56                 460.000  M2   |       6.00000        2760.00|       1.69000         777.40|
  DRAINAGE GEOTEXTILE                     |                             |                             |
1100 621.014                614.000  EA   |      29.00000       17806.00|      26.11000       16031.54|
  EVERGREEN TREES (450 MM - 600 MM) GROUP |                             |                             |
  A                                       |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 7
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1110 621.038                  6.000  EA   |     229.00000        1374.00|     203.50000        1221.00|
  EVERGREEN TREES (1500 MM - 1800 MM)     |                             |                             |
  GROUP B                                 |                             |                             |
1120 621.054                  8.000  EA   |     331.00000        2648.00|     293.70000        2349.60|
  EVERGREEN TREES (3000 MM - 3600 MM)     |                             |                             |
  GROUP C                                 |                             |                             |
1130 621.202                 20.000  EA   |     312.00000        6240.00|     277.20000        5544.00|
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                             |                             |
  CALIPER) GROUP B                        |                             |                             |
1140 621.246                327.000  EA   |      55.00000       17985.00|      49.02000       16029.54|
  LARGE DECIDUOUS TREES (900 MM - 1200    |                             |                             |
  MM) GROUP A                             |                             |                             |
1150 621.267                  6.000  EA   |     300.00000        1800.00|     266.20000        1597.20|
  LARGE DECIDUOUS TREE (45 MM - 50 MM     |                             |                             |
  CALIPER) GROUP A                        |                             |                             |
1160 621.285                 10.000  EA   |     366.00000        3660.00|     324.50000        3245.00|
  LARGE DECIDUOUS TREE (75 MM - 90 MM     |                             |                             |
  CALIPER) GROUP A                        |                             |                             |
1170 621.498                  8.000  EA   |     146.00000        1168.00|     129.80000        1038.40|
  BROADLEAF EVERGREENS (750 MM - 900 MM)  |                             |                             |
  GROUP A                                 |                             |                             |
1180 621.54                 936.000  EA   |      19.00000       17784.00|      17.13000       16033.68|
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
1190 621.711                460.000  EA   |      17.00000        7820.00|      15.40000        7084.00|
  HERBACEOUS PERENNIALS GROUP B           |                             |                             |
1200 621.80                          LUMP |    3719.00000        3719.00|    3300.00000        3300.00|
  ESTABLISHMENT PERIOD HIGHWAY LANDSCAPIN |                             |                             |
1210 621.80                          LUMP |    4339.00000        4339.00|    3850.00000        3850.00|
  ESTABLISHMENT PERIOD MITIGATION - PIN.  |                             |                             |
  8483.33                                 |                             |                             |
1220 626.11                   8.000  EA   |     620.00000        4960.00|     495.00000        3960.00|
  PRECAST CONCRETE JUNCTION BOX:___       |                             |                             |
1230 626.21                 910.000  M    |     124.00000      112840.00|      20.00000       18200.00|
  METALLIC CONDUIT                        |                             |                             |
1240 626.32                  26.000  EA   |     620.00000       16120.00|     660.00000       17160.00|
  600 MM FOUNDATION                       |                             |                             |
1250 626.38                   2.000  EA   |     620.00000        1240.00|    4500.00000        9000.00|
  GROUND MOUNT CABINET FOUNDATION         |                             |                             |
1260 627.18                  35.000  M    |       8.00000         280.00|       7.22000         252.70|
  300 MM SOLID WHITE PAVEMENT MARK LINE   |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 8
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1270 627.711               7400.000  M    |       1.00000        7400.00|       0.91000        6734.00|
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
1280 627.75                  42.000  M2   |      33.00000        1386.00|      29.59000        1242.78|
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
1290 627.76                          LUMP |   12398.00000       12398.00|   11000.00000       11000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                             |                             |
  OR YELLOW                               |                             |                             |
1300 627.77                  29.000  M2   |      62.00000        1798.00|      11.00000         319.00|
  REMOVING PAVEMENT MARKINGS              |                             |                             |
1310 629.05                 128.000  HR   |      29.00000        3712.00|      28.00000        3584.00|
  HAND LABOR, STRAIGHT TIME               |                             |                             |
1320 631.10                  60.000  HR   |     180.00000       10800.00|      32.00000        1920.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
1330 631.11                  60.000  HR   |      43.00000        2580.00|      32.00000        1920.00|
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
1340 631.12                  70.000  HR   |     131.00000        9170.00|     120.00000        8400.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
1350 631.13                  60.000  HR   |     112.00000        6720.00|     120.00000        7200.00|
  BULLDOZER (INCLUDING OPERATOR)          |                             |                             |
1360 631.132                 10.000  HR   |      89.00000         890.00|     120.00000        1200.00|
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                             |                             |
1370 631.14                  60.000  HR   |     136.00000        8160.00|     150.00000        9000.00|
  GRADER (INCLUDING OPERATOR)             |                             |                             |
1380 631.171                 90.000  HR   |      68.00000        6120.00|      54.00000        4860.00|
  TRUCK - SMALL (INCLUDING OPERATOR)      |                             |                             |
1390 631.172                 80.000  HR   |      74.00000        5920.00|      54.00000        4320.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
1400 631.20                  60.000  HR   |     186.00000       11160.00|     120.00000        7200.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                             |                             |
1410 631.22                  70.000  HR   |     155.00000       10850.00|     120.00000        8400.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                             |                             |
1420 631.221                 60.000  HR   |     136.00000        8160.00|     120.00000        7200.00|
  SMALL FRONT-END LOADER (INCLUDING       |                             |                             |
  OPERATOR)                               |                             |                             |
1430 631.32                  24.000  HR   |     186.00000        4464.00|     150.00000        3600.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
1440 634.16                          LUMP |  236290.00000      236290.00|  209645.70000      209645.70|
  HIGHWAY LIGHTING                        |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 9
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1450 634.206                 19.000  EA   |    9885.00000      187815.00|    8770.30000      166635.70|
  LIGHT STANDARD FOR POST TOP LUMINAIRE   |                             |                             |
  10500 MM                                |                             |                             |
1460 634.206                  2.000  EA   |    7414.00000       14828.00|    6578.00000       13156.00|
  LIGHT STANDARD FOR POST TOP LUMINAIRE   |                             |                             |
  6000 mm                                 |                             |                             |
1470 634.206                  2.000  EA   |    7749.00000       15498.00|    6875.00000       13750.00|
  LIGHT STANDARD FOR POST TOP LUMINAIRE   |                             |                             |
  7500 mm                                 |                             |                             |
1480 634.206                  2.000  EA   |    9075.00000       18150.00|    8052.00000       16104.00|
  LIGHT STANDARD FOR POST TOP LUMINAIRE   |                             |                             |
  9000 mm                                 |                             |                             |
1490 636.40                1390.000  M2   |     905.00000     1257950.00|     950.00000     1320500.00|
  MSE RETAINING WALL                      |                             |                             |
1500 643.60                          LUMP |    6862.00000        6862.00|    6088.50000        6088.50|
  FLASHING BEACON AT: STA. 0+700 (SIGN E) |                             |                             |
1510 645.161                  1.000  EA   |     620.00000         620.00|    1650.00000        1650.00|
  BREAKAWAY DEVICES SINGLE POLE           |                             |                             |
1520 645.271                  9.000  M2   |     620.00000        5580.00|      88.00000         792.00|
  REGULATORY, WARNING, CONFIRMATION AND   |                             |                             |
  ROUTE MARKER ASSEMBLY SIGNS, TYPE I     |                             |                             |
1530 645.280                 15.000  EA   |     124.00000        1860.00|     550.00000        8250.00|
  WOOD POST                               |                             |                             |
1540 645.281                  1.000  EA   |    1240.00000        1240.00|    8250.00000        8250.00|
  125 MM ALUMINUM POLE                    |                             |                             |
1550 652.38                7000.000  HR   |      17.00000      119000.00|      16.00000      112000.00|
  FLAGGER                                 |                             |                             |
1560 652.381                200.000  HR   |      62.00000       12400.00|      33.00000        6600.00|
  UNIFORM TRAFFIC OFFICERS                |                             |                             |
1570 652.39                          LUMP |  123980.00000      123980.00|   70000.00000       70000.00|
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
1580 656.75                          LUMP |   61990.00000       61990.00|   88300.00000       88300.00|
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
1590 658.20                  20.000  M2   |      44.00000         880.00|      38.94000         778.80|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
1600 659.10                          LUMP |  360000.00000      360000.00|  958472.76000      958472.76|
  MOBILIZATION                            |                             |                             |
1610 660.21                6000.000  HR   |       6.20000       37200.00|       2.00000       12000.00|
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     8,927,398.00|           $     9,357,302.15|           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002   SEWER ITEMS
                                          |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 10
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1620 202.1912                 7.000  EA   |     850.00000        5950.00|     390.00000        2730.00|
  REMOVE OR ABANDON SEWER SERVICE         |                             |                             |
1630 203.242                  7.000  M3   |      74.00000         518.00|      43.47000         304.29|
  DIRTY BORROW OUTSIDE CONST. LIMITS      |                             |                             |
1640 460.22                 130.000  MG   |      80.00000       10400.00|     176.00000       22880.00|
  HOT BITUMINOUS PAVEMENT                 |                             |                             |
1650 460.22                  40.000  MG   |     106.00000        4240.00|     176.00000        7040.00|
  HOT BITUMINOUS PAVEMENT OUTSIDE CONST.  |                             |                             |
  LIMITS                                  |                             |                             |
1660 461.131                 45.000  MG   |      80.00000        3600.00|     176.00000        7920.00|
  TEMPORARY PAVEMENT                      |                             |                             |
1670 618.1401                 1.000  UN   |      53.00000          53.00|      49.50000          49.50|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
  OUTSIDE CONST. LIMITS                   |                             |                             |
1680 652.39                          LUMP |    5310.00000        5310.00|    2500.00000        2500.00|
  WORK ZONE TRAFFIC CONTROL OUTSIDE CONST |                             |                             |
  LIMITS                                  |                             |                             |
1690 656.75                          LUMP |    5305.00000        5305.00|    1500.00000        1500.00|
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
1700 801.06                   1.000  EA   |    1910.00000        1910.00|    1000.00000        1000.00|
  VERTICAL SEWER CLEANOUT                 |                             |                             |
1710 801.17                 445.000  M    |     371.00000      165095.00|     165.00000       73425.00|
  200 MM PVC SANITARY SEWER (SDR-35)      |                             |                             |
1720 801.17                  22.000  M    |     403.00000        8866.00|     165.00000        3630.00|
  200 MM PVC SANITARY SEWER (SDR-35)      |                             |                             |
  outside const. limits                   |                             |                             |
1730 801.175                 85.000  M    |     403.00000       34255.00|     170.00000       14450.00|
  250 MM PVC SANITARY SEWER               |                             |                             |
1740 801.175                 14.000  M    |     451.00000        6314.00|     170.00000        2380.00|
  250 MM PVC SANITARY SEWER OUTSIDE CONST |                             |                             |
  LIMITS                                  |                             |                             |
1750 801.18                   1.500  M    |     902.00000        1353.00|     180.00000         270.00|
  300 MM PVC SANITARY SEWER (SDR-35)      |                             |                             |
1760 801.18                  24.000  M    |     722.00000       17328.00|     180.00000        4320.00|
  300 MM PVC SANITARY SEWER (SDR-35)      |                             |                             |
  OUTSIDE CONST. LIMITS                   |                             |                             |
1770 801.44                   4.000  M    |     101.00000         404.00|      20.00000          80.00|
  SEWER PIPE INSULATION                   |                             |                             |
1780 803.01                  20.000  EA   |    1273.00000       25460.00|     120.00000        2400.00|
  TEST PITS                               |                             |                             |
     LETTING DATE : 12/06/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/06
                                                                                                                   PAGE : 11
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 008483.32
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001104              |(   2   ) 000707             |(      )
                                          |FUNDY CONTRACTORS, INC.      |SARGENT CORPORATION          |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1790 803.134                 40.000  M    |     212.00000        8480.00|     150.00000        6000.00|
  100MM SERVICE LATERAL                   |                             |                             |
1800 803.134                 15.000  M    |     212.00000        3180.00|     150.00000        2250.00|
  100MM SERVICE LATERAL OUTSIDE CONST.    |                             |                             |
  LIMITS                                  |                             |                             |
1810 803.135                 60.000  M    |     297.00000       17820.00|     160.00000        9600.00|
  150MM SERVICE  LATERAL                  |                             |                             |
1820 803.135                 20.000  M    |     297.00000        5940.00|     160.00000        3200.00|
  150MM SERVICE  LATERAL OUTSIDE CONST.   |                             |                             |
  LIMITS                                  |                             |                             |
1830 803.16                   4.000  EA   |    3183.00000       12732.00|    3200.00000       12800.00|
  1.2 M DIAMETER PRECAST SEWER MANHOLE    |                             |                             |
1840 803.1651                 2.000  EA   |    4775.00000        9550.00|    3600.00000        7200.00|
  1.5 M DIAMETER PRECAST SEWER MANHOLE    |                             |                             |
1850 822.45                   5.000  EA   |    2069.00000       10345.00|     300.00000        1500.00|
  REMOVE OR ABANDON WATER SERVICE         |                             |                             |
1860 823.332                  2.000  EA   |     414.00000         828.00|     150.00000         300.00|
  GATE VALVE BOX, ADJUST TO GRADE         |                             |                             |
1870 824.30                   2.000  EA   |    2653.00000        5306.00|    2400.00000        4800.00|
  FIRE HYDRANTS INSTALL ONLY              |                             |                             |
1880 824.304                  1.000  EA   |    1061.00000        1061.00|     600.00000         600.00|
  FIRE HYDRANT SERVICE, ADJUST TO GRADE   |                             |                             |
1890 825.30                 100.000  M3   |     186.00000       18600.00|     200.00000       20000.00|
  ROCK EXCAVATION FOR SANITARY SEWER      |                             |                             |
1900 825.343                  2.000  M    |     584.00000        1168.00|     100.00000         200.00|
  WATER SERVICE RELOCATION                |                             |                             |
1910 827.311                 50.000  M3   |      32.00000        1600.00|      32.00000        1600.00|
  UNSUITABLE SOIL EXCAVATION, REMOVE AND  |                             |                             |
  REFILL- BELOW GRADE                     |                             |                             |
1920 830.101                  4.000  M    |    1273.00000        5092.00|    2000.00000        8000.00|
  WATER LINE RELOCATION                   |                             |                             |
1930 832.07                          LUMP |    5305.00000        5305.00|    5000.00000        5000.00|
  OWNERS TESTING ALLOWANCE                |                             |                             |
     SECTION TOTALS                       |           $       403,368.00|           $       229,928.79|           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     9,330,766.00|           $     9,587,230.94|           $
====================================================================================================================================