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     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 1
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00                                     COMPLETION DATE : 06/01/08
                                                           =========
   PROJECT(S):  NH-9196(00)E            LOCATION(S): MADISON, HIGHWAY IMPROVEMENTS  MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  MADISON, HIGHWAY IMPROVEMENTS.                                                NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000014         FARRIN BROS. & SMITH, INC.                                                 $     3,778,898.43  100.0000%
   2   000855         BRIDGECORP                                                                 $     4,112,885.09  108.8382%
   3   001195         VAUGHN THIBODEAU & SONS, INC.                                              $     4,421,420.20  117.0029%
   4   000707         SARGENT CORPORATION                                                        $     4,580,281.00  121.2068%
   5   001094         K & K EXCAVATION, INC.                                                     $     5,182,539.18  137.1442%
====================================================================================================================================
                                          |(   1  ) 000014              |(   2  ) 000855              |(   3  ) 001195
                                          |FARRIN BROS. & SMITH, INC.   |BRIDGECORP                   |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   PROJECT ITEMS
                                          |                             |                             |
0010 201.11                   1.200  HA   |    7500.00000        9000.00|    8663.54000       10396.25|    8000.00000        9600.00
  CLEARING                                |                             |                             |
0020 201.23                  25.000  EA   |     275.00000        6875.00|     317.66000        7941.50|     500.00000       12500.00
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 201.24                  30.000  EA   |     150.00000        4500.00|     404.30000       12129.00|     500.00000       15000.00
  REMOVING STUMP                          |                             |                             |
0040 202.08                          LUMP |    8900.00000        8900.00|    2500.00000        2500.00|    8000.00000        8000.00
  REMOVING BUILDING NO.: 1                |                             |                             |
0050 202.203                680.000  M2   |      13.20000        8976.00|      29.90000       20332.00|      22.12000       15041.60
  PAVEMENT BUTT JOINTS                    |                             |                             |
0060 203.20               55100.000  M3   |      11.00000      606100.00|       8.69000      478819.00|      10.00000      551000.00
  COMMON EXCAVATION                       |                             |                             |
0070 203.21                1500.000  M3   |      11.00000       16500.00|      58.17000       87255.00|      60.00000       90000.00
  ROCK EXCAVATION                         |                             |                             |
0080 203.242               1830.000  M3   |      28.00000       51240.00|      20.64000       37771.20|      18.00000       32940.00
  DIRTY BORROW                            |                             |                             |
0090 203.25                2000.000  M3   |      16.40000       32800.00|      12.25000       24500.00|      17.00000       34000.00
  GRANULAR BORROW                         |                             |                             |
0100 206.061                 25.000  M3   |      20.00000         500.00|      49.22000        1230.50|      12.00000         300.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 2
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000014              |(   2   ) 000855             |(   3  ) 001195
                                          |FARRIN BROS. & SMITH, INC.   |BRIDGECORP                   |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 206.07                 530.000  M3   |      30.00000       15900.00|     122.34000       64840.20|     125.00000       66250.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0120 304.10                1245.000  M3   |      16.50000       20542.50|      34.35000       42765.75|      25.00000       31125.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0130 308.35               36250.000  M2   |       8.90000      322625.00|       7.20000      261000.00|       7.11000      257737.50
  FULL DEPTH RECYCLED PAVEMENT ( WITH     |                             |                             |
  BITUMINOUS STABILIZER)                  |                             |                             |
0140 403.207               6450.000  MG   |      58.72000      378744.00|      58.72000      378744.00|      61.48000      396546.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                             |                             |
0150 403.208               3850.000  MG   |      60.46000      232771.00|      60.46000      232771.00|      63.22000      243397.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                             |                             |
0160 403.209                570.000  MG   |     110.00000       62700.00|     119.05000       67858.50|     121.81000       69431.70
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0170 403.213               4400.000  MG   |      59.34000      261096.00|      59.34000      261096.00|      62.09000      273196.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                             |                             |
0180 409.15                9510.000  L    |       1.56000       14835.60|       1.71000       16262.10|       1.56000       14835.60
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0190 603.15                  53.000  M    |     110.00000        5830.00|      63.15000        3346.95|     120.00000        6360.00
  300  MM CULVERT PIPE OPTION I           |                             |                             |
0200 603.159                  2.000  M    |     228.00000         456.00|     232.41000         464.82|     140.00000         280.00
  300 MM CULVERT PIPE OPTION III          |                             |                             |
0210 603.16                 219.000  M    |     115.00000       25185.00|      63.07000       13812.33|     100.00000       21900.00
  375 MM CULVERT PIPE OPTION I            |                             |                             |
0220 603.17                 100.000  M    |     135.00000       13500.00|      79.93000        7993.00|     120.00000       12000.00
  450 MM CULVERT PIPE OPTION I            |                             |                             |
0230 603.179                121.000  M    |     248.00000       30008.00|     265.38000       32110.98|     160.00000       19360.00
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0240 603.189                 17.000  M    |     255.00000        4335.00|     321.75000        5469.75|     220.00000        3740.00
  525 MM CULVERT PIPE OPTION III          |                             |                             |
0250 603.19                  21.000  M    |     150.00000        3150.00|     115.13000        2417.73|     200.00000        4200.00
  600 MM CULVERT PIPE OPTION I            |                             |                             |
0260 603.199                 32.000  M    |     260.00000        8320.00|     234.96000        7518.72|     250.00000        8000.00
  600 MM CULVERT PIPE OPTION III          |                             |                             |
0270 603.20                  70.000  M    |     180.00000       12600.00|     143.09000       10016.30|     280.00000       19600.00
  750 MM CULVERT PIPE OPTION I            |                             |                             |
0280 603.205                 93.000  M    |     300.00000       27900.00|     337.86000       31420.98|     270.00000       25110.00
  750 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0290 603.209                 29.000  M    |     307.00000        8903.00|     494.13000       14329.77|     280.00000        8120.00
  750 MM CULVERT PIPE OPTION III          |                             |                             |
     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 3
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000014              |(   2   ) 000855             |(   3  ) 001195
                                          |FARRIN BROS. & SMITH, INC.   |BRIDGECORP                   |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 603.41                  37.000  M    |     350.00000       12950.00|     454.28000       16808.36|     280.00000       10360.00
  610 MM REINFORCED CONCRETE PIPE CLASS I |                             |                             |
0310 604.092                 39.000  EA   |    2200.00000       85800.00|    2930.32000      114282.48|    2000.00000       78000.00
  CATCH BASIN TYPE B1-C                   |                             |                             |
0320 604.15                   2.000  EA   |    2200.00000        4400.00|    2550.22000        5100.44|    2500.00000        5000.00
  MANHOLE                                 |                             |                             |
0330 604.246                  3.000  EA   |    1200.00000        3600.00|    1962.73000        5888.19|    2500.00000        7500.00
  CATCH BASIN TYPE F5                     |                             |                             |
0340 605.09                1045.000  M    |      95.00000       99275.00|      59.90000       62595.50|      90.00000       94050.00
  150 MM UNDERDRAIN TYPE B                |                             |                             |
0350 605.11                 835.000  M    |     113.00000       94355.00|      91.84000       76686.40|     110.00000       91850.00
  300 MM UNDERDRAIN TYPE C                |                             |                             |
0360 605.12                 557.000  M    |     118.00000       65726.00|      92.24000       51377.68|     110.00000       61270.00
  375 MM UNDERDRAIN TYPE C                |                             |                             |
0370 605.13                 266.000  M    |     128.00000       34048.00|     111.50000       29659.00|     130.00000       34580.00
  450 MM UNDERDRAIN TYPE C                |                             |                             |
0380 606.24                  85.000  M    |      48.06000        4085.10|      55.52000        4719.20|      60.00000        5100.00
  GUARDRAIL TYPE 3D - SINGLE RAIL         |                             |                             |
0390 606.353                  4.000  EA   |      30.00000         120.00|      34.65000         138.60|      35.00000         140.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0400 606.47                  60.000  EA   |      35.00000        2100.00|      40.42000        2425.20|      50.00000        3000.00
  SINGLE WOOD POST                        |                             |                             |
0410 606.79                   2.000  EA   |    1900.00000        3800.00|    1995.31000        3990.62|    2500.00000        5000.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0420 609.31                2910.000  M    |      14.77000       42980.70|      22.33000       64980.30|      14.23000       41409.30
  CURB TYPE 3                             |                             |                             |
0430 610.08                 200.000  M3   |      85.00000       17000.00|      59.48000       11896.00|      60.00000       12000.00
  PLAIN RIPRAP                            |                             |                             |
0440 610.18                  85.000  M3   |      80.00000        6800.00|      53.59000        4555.15|      60.00000        5100.00
  STONE DITCH PROTECTION                  |                             |                             |
0450 613.319                550.000  M2   |       4.00000        2200.00|       1.00000         550.00|       2.50000        1375.00
  EROSION CONTROL BLANKET                 |                             |                             |
0460 618.1401               360.000  UN   |      17.00000        6120.00|      19.63000        7066.80|      35.00000       12600.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0470 619.1201               360.000  UN   |       9.96000        3585.60|      11.51000        4143.60|      35.00000       12600.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0480 619.1301                50.000  M3   |      60.00000        3000.00|      53.43000        2671.50|      60.00000        3000.00
  BARK MULCH                              |                             |                             |
0490 619.1401                50.000  M3   |      50.00000        2500.00|      55.39000        2769.50|      66.00000        3300.00
  EROSION CONTROL MIX                     |                             |                             |
0500 620.58                2610.000  M2   |       1.50000        3915.00|       1.19000        3105.90|      30.00000       78300.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 4
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000014              |(   2   ) 000855             |(   3  ) 001195
                                          |FARRIN BROS. & SMITH, INC.   |BRIDGECORP                   |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0510 621.037                 38.000  EA   |     172.00000        6536.00|     198.68000        7549.84|     300.00000       11400.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                             |                             |
  GROUP A                                 |                             |                             |
0520 621.552                 20.000  EA   |      36.00000         720.00|      41.59000         831.80|     300.00000        6000.00
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                             |                             |
  GROUP A                                 |                             |                             |
0530 621.80                          LUMP |    1480.00000        1480.00|    1709.61000        1709.61|    3000.00000        3000.00
  ESTABLISHMENT PERIOD                    |                             |                             |
0540 627.711              12450.000  M    |       0.41000        5104.50|       0.46000        5727.00|       0.55000        6847.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0550 627.76                          LUMP |    5500.00000        5500.00|    7208.07000        7208.07|   15000.00000       15000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                             |                             |
  OR YELLOW                               |                             |                             |
0560 639.18                   1.000  EA   |   10000.00000       10000.00|   16299.01000       16299.01|   10000.00000       10000.00
  FIELD OFFICE TYPE A                     |                             |                             |
0570 652.312                 10.000  EA   |     200.00000        2000.00|     213.70000        2137.00|     200.00000        2000.00
  TYPE III BARRICADE                      |                             |                             |
0580 652.33                 100.000  EA   |      50.00000        5000.00|      55.00000        5500.00|      70.00000        7000.00
  DRUM                                    |                             |                             |
0590 652.34                 100.000  EA   |      15.00000        1500.00|      18.61000        1861.00|      30.00000        3000.00
  CONE                                    |                             |                             |
0600 652.35                 100.000  M2   |      90.00000        9000.00|     149.11000       14911.00|     150.00000       15000.00
  CONSTRUCTION SIGNS                      |                             |                             |
0610 652.361                190.000  LS   |   45000.00000       45000.00|   75351.96000       75351.96|   25000.00000       25000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
0620 652.38               10000.000  HR   |      18.50000      185000.00|      15.01000      150100.00|      18.00000      180000.00
  FLAGGER                                 |                             |                             |
0630 656.75                          LUMP |   90000.00000       90000.00|   65822.15000       65822.15|   45000.00000       45000.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0640 657.24                  20.000  UN   |      17.00000         340.00|      19.63000         392.60|      50.00000        1000.00
  SEEDING PITS                            |                             |                             |
0650 658.20                 105.000  M2   |      11.81000        1240.05|      13.86000        1455.30|      12.00000        1260.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
0660 659.10                          LUMP |  166415.38000      166415.38|  405000.00000      405000.00|  333908.00000      333908.00
  MOBILIZATION                            |                             |                             |
0670 660.21                4000.000  HR   |       5.00000       20000.00|       1.15000        4600.00|       1.00000        4000.00
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     3,247,988.43|           $     3,378,980.09|           $     3,484,520.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002   ALTERNATE BASE 1                         (BID ONLY ONE ALTERNATE)
                                          |                             |                             |
     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 5
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000014              |(   2   ) 000855             |(   3  ) 001195
                                          |FARRIN BROS. & SMITH, INC.   |BRIDGECORP                   |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0680 304.1311             31230.000  M3   |                             |                             |
  DENSE-GRADED CRUSHED AGGREGATE BASE     |                             |                             |
     SECTION TOTALS                       |           $                 |           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003   ALTERNATE BASE 2                         (BID ONLY ONE ALTERNATE)
                                          |                             |                             |
0690 304.08               31230.000  M3   |      17.00000      530910.00|      23.50000      733905.00|      30.00000      936900.00
  AGGREGATE BASE COURSE - SCREENED        |                             |                             |
     SECTION TOTALS                       |           $       530,910.00|           $       733,905.00|           $       936,900.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     3,778,898.43|           $     4,112,885.09|           $     4,421,420.20
====================================================================================================================================
     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 6
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000707              |(   5   ) 001094             |(      )
                                          |SARGENT CORPORATION          |K & K EXCAVATION, INC.       |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   PROJECT ITEMS
                                          |                             |                             |
0010 201.11                   1.200  HA   |   15000.00000       18000.00|    8250.00000        9900.00|
  CLEARING                                |                             |                             |
0020 201.23                  25.000  EA   |     325.00000        8125.00|     400.00000       10000.00|
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 201.24                  30.000  EA   |     260.00000        7800.00|     400.00000       12000.00|
  REMOVING STUMP                          |                             |                             |
0040 202.08                          LUMP |    9000.00000        9000.00|    9790.00000        9790.00|
  REMOVING BUILDING NO.: 1                |                             |                             |
0050 202.203                680.000  M2   |      24.30000       16524.00|      30.00000       20400.00|
  PAVEMENT BUTT JOINTS                    |                             |                             |
0060 203.20               55100.000  M3   |      15.26000      840826.00|      25.00000     1377500.00|
  COMMON EXCAVATION                       |                             |                             |
0070 203.21                1500.000  M3   |      56.00000       84000.00|      75.00000      112500.00|
  ROCK EXCAVATION                         |                             |                             |
0080 203.242               1830.000  M3   |      19.00000       34770.00|      23.00000       42090.00|
  DIRTY BORROW                            |                             |                             |
0090 203.25                2000.000  M3   |      18.00000       36000.00|      23.00000       46000.00|
  GRANULAR BORROW                         |                             |                             |
0100 206.061                 25.000  M3   |      20.00000         500.00|      50.00000        1250.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0110 206.07                 530.000  M3   |     138.00000       73140.00|     175.00000       92750.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0120 304.10                1245.000  M3   |      24.00000       29880.00|      23.00000       28635.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0130 308.35               36250.000  M2   |       9.00000      326250.00|       8.00000      290000.00|
  FULL DEPTH RECYCLED PAVEMENT ( WITH     |                             |                             |
  BITUMINOUS STABILIZER)                  |                             |                             |
0140 403.207               6450.000  MG   |      62.50000      403125.00|      59.00000      380550.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                             |                             |
0150 403.208               3850.000  MG   |      63.70000      245245.00|      61.00000      234850.00|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                             |                             |
0160 403.209                570.000  MG   |     112.90000       64353.00|     120.00000       68400.00|
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0170 403.213               4400.000  MG   |      63.70000      280280.00|      60.00000      264000.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                             |                             |
0180 409.15                9510.000  L    |       1.50000       14265.00|       2.00000       19020.00|
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 7
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000707              |(   5   ) 001094             |(      )
                                          |SARGENT CORPORATION          |K & K EXCAVATION, INC.       |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 603.15                  53.000  M    |     103.00000        5459.00|     150.00000        7950.00|
  300  MM CULVERT PIPE OPTION I           |                             |                             |
0200 603.159                  2.000  M    |      82.00000         164.00|     175.00000         350.00|
  300 MM CULVERT PIPE OPTION III          |                             |                             |
0210 603.16                 219.000  M    |      92.00000       20148.00|     175.00000       38325.00|
  375 MM CULVERT PIPE OPTION I            |                             |                             |
0220 603.17                 100.000  M    |     107.00000       10700.00|     200.00000       20000.00|
  450 MM CULVERT PIPE OPTION I            |                             |                             |
0230 603.179                121.000  M    |      98.00000       11858.00|     200.00000       24200.00|
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0240 603.189                 17.000  M    |      82.00000        1394.00|     300.00000        5100.00|
  525 MM CULVERT PIPE OPTION III          |                             |                             |
0250 603.19                  21.000  M    |     136.00000        2856.00|     300.00000        6300.00|
  600 MM CULVERT PIPE OPTION I            |                             |                             |
0260 603.199                 32.000  M    |     115.00000        3680.00|     375.00000       12000.00|
  600 MM CULVERT PIPE OPTION III          |                             |                             |
0270 603.20                  70.000  M    |     194.00000       13580.00|     300.00000       21000.00|
  750 MM CULVERT PIPE OPTION I            |                             |                             |
0280 603.205                 93.000  M    |     139.00000       12927.00|     600.00000       55800.00|
  750 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0290 603.209                 29.000  M    |     139.00000        4031.00|     325.00000        9425.00|
  750 MM CULVERT PIPE OPTION III          |                             |                             |
0300 603.41                  37.000  M    |     156.00000        5772.00|     655.00000       24235.00|
  610 MM REINFORCED CONCRETE PIPE CLASS I |                             |                             |
0310 604.092                 39.000  EA   |    2600.00000      101400.00|    2500.00000       97500.00|
  CATCH BASIN TYPE B1-C                   |                             |                             |
0320 604.15                   2.000  EA   |    2550.00000        5100.00|    2500.00000        5000.00|
  MANHOLE                                 |                             |                             |
0330 604.246                  3.000  EA   |    1090.00000        3270.00|    1500.00000        4500.00|
  CATCH BASIN TYPE F5                     |                             |                             |
0340 605.09                1045.000  M    |      74.00000       77330.00|      70.00000       73150.00|
  150 MM UNDERDRAIN TYPE B                |                             |                             |
0350 605.11                 835.000  M    |     118.00000       98530.00|     110.00000       91850.00|
  300 MM UNDERDRAIN TYPE C                |                             |                             |
0360 605.12                 557.000  M    |     132.00000       73524.00|     125.00000       69625.00|
  375 MM UNDERDRAIN TYPE C                |                             |                             |
0370 605.13                 266.000  M    |     155.00000       41230.00|     130.00000       34580.00|
  450 MM UNDERDRAIN TYPE C                |                             |                             |
0380 606.24                  85.000  M    |      60.00000        5100.00|      48.06000        4085.10|
  GUARDRAIL TYPE 3D - SINGLE RAIL         |                             |                             |
     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 8
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000707              |(   5   ) 001094             |(      )
                                          |SARGENT CORPORATION          |K & K EXCAVATION, INC.       |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0390 606.353                  4.000  EA   |      38.00000         152.00|      30.00000         120.00|
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0400 606.47                  60.000  EA   |      44.00000        2640.00|      35.00000        2100.00|
  SINGLE WOOD POST                        |                             |                             |
0410 606.79                   2.000  EA   |    2370.00000        4740.00|    1900.00000        3800.00|
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0420 609.31                2910.000  M    |      22.00000       64020.00|      15.00000       43650.00|
  CURB TYPE 3                             |                             |                             |
0430 610.08                 200.000  M3   |      65.00000       13000.00|      90.00000       18000.00|
  PLAIN RIPRAP                            |                             |                             |
0440 610.18                  85.000  M3   |      48.00000        4080.00|      90.00000        7650.00|
  STONE DITCH PROTECTION                  |                             |                             |
0450 613.319                550.000  M2   |       2.00000        1100.00|       2.00000        1100.00|
  EROSION CONTROL BLANKET                 |                             |                             |
0460 618.1401               360.000  UN   |      16.00000        5760.00|      17.00000        6120.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0470 619.1201               360.000  UN   |      11.00000        3960.00|       9.96000        3585.60|
  MULCH - PLAN QUANTITY                   |                             |                             |
0480 619.1301                50.000  M3   |      40.00000        2000.00|      75.00000        3750.00|
  BARK MULCH                              |                             |                             |
0490 619.1401                50.000  M3   |      65.00000        3250.00|      75.00000        3750.00|
  EROSION CONTROL MIX                     |                             |                             |
0500 620.58                2610.000  M2   |       2.00000        5220.00|       3.30000        8613.00|
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0510 621.037                 38.000  EA   |     170.00000        6460.00|     172.00000        6536.00|
  EVERGREEN TREES (1500 MM - 1800 MM)     |                             |                             |
  GROUP A                                 |                             |                             |
0520 621.552                 20.000  EA   |      70.00000        1400.00|      36.00000         720.00|
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                             |                             |
  GROUP A                                 |                             |                             |
0530 621.80                          LUMP |    2400.00000        2400.00|    1480.00000        1480.00|
  ESTABLISHMENT PERIOD                    |                             |                             |
0540 627.711              12450.000  M    |       0.44000        5478.00|       0.41000        5104.50|
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0550 627.76                          LUMP |    5000.00000        5000.00|    6240.00000        6240.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                             |                             |
  OR YELLOW                               |                             |                             |
0560 639.18                   1.000  EA   |   15000.00000       15000.00|   15000.00000       15000.00|
  FIELD OFFICE TYPE A                     |                             |                             |
0570 652.312                 10.000  EA   |     100.00000        1000.00|     210.00000        2100.00|
  TYPE III BARRICADE                      |                             |                             |
     LETTING DATE : 09/27/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/27/06
                                                                                                                   PAGE : 9
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009196.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000707              |(   5   ) 001094             |(      )
                                          |SARGENT CORPORATION          |K & K EXCAVATION, INC.       |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0580 652.33                 100.000  EA   |      75.00000        7500.00|      50.00000        5000.00|
  DRUM                                    |                             |                             |
0590 652.34                 100.000  EA   |      20.00000        2000.00|      20.00000        2000.00|
  CONE                                    |                             |                             |
0600 652.35                 100.000  M2   |     120.00000       12000.00|     115.00000       11500.00|
  CONSTRUCTION SIGNS                      |                             |                             |
0610 652.361                190.000  LS   |   15000.00000       15000.00|   50000.00000       50000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
0620 652.38               10000.000  HR   |      14.30000      143000.00|      13.50000      135000.00|
  FLAGGER                                 |                             |                             |
0630 656.75                          LUMP |   46700.00000       46700.00|   20000.00000       20000.00|
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0640 657.24                  20.000  UN   |      20.00000         400.00|      17.00000         340.00|
  SEEDING PITS                            |                             |                             |
0650 658.20                 105.000  M2   |      13.00000        1365.00|      11.81000        1240.05|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
0660 659.10                          LUMP |  458000.00000      458000.00|  471139.93000      471139.93|
  MOBILIZATION                            |                             |                             |
0670 660.21                4000.000  HR   |       2.00000        8000.00|       1.00000        4000.00|
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     3,830,761.00|           $     4,464,249.18|           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002   ALTERNATE BASE 1                         (BID ONLY ONE ALTERNATE)
                                          |                             |                             |
0680 304.1311             31230.000  M3   |                             |                             |
  DENSE-GRADED CRUSHED AGGREGATE BASE     |                             |                             |
     SECTION TOTALS                       |           $                 |           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003   ALTERNATE BASE 2                         (BID ONLY ONE ALTERNATE)
                                          |                             |                             |
0690 304.08               31230.000  M3   |      24.00000      749520.00|      23.00000      718290.00|
  AGGREGATE BASE COURSE - SCREENED        |                             |                             |
     SECTION TOTALS                       |           $       749,520.00|           $       718,290.00|           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     4,580,281.00|           $     5,182,539.18|           $
====================================================================================================================================