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     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00                                     COMPLETION DATE : 11/03/07
                                                           =========
   PROJECT(S):  STP-A121(000)X          LOCATION(S): LAGRANGE-ALTON, PAVEMENT REHABILITATIONATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LAGRANGE-ALTON, PAVEMENT REHABILITATION.                                      NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                              $     3,243,050.50  100.0000%
   2   000304         LOU SILVER, INC.                                                           $     3,355,550.55  103.4690%
   3   001195         VAUGHN THIBODEAU & SONS, INC.                                              $     3,508,723.75  108.1921%
   4   000707         SARGENT CORPORATION                                                        $     3,656,292.25  112.7424%
   5   000855         BRIDGECORP                                                                 $     3,704,404.49  114.2259%
====================================================================================================================================
                                          |(   1  ) 000022              |(   2  ) 000304              |(   3  ) 001195
                                          |LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC.             |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                             |                             |
0010 201.11                   1.060  AC   |   10000.00000       10600.00|    4030.00000        4271.80|   12500.00000       13250.00
  CLEARING                                |                             |                             |
0020 201.23                  29.000  EA   |     500.00000       14500.00|     530.00000       15370.00|     600.00000       17400.00
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 202.127               2525.000  LS   |    5000.00000        5000.00|   37500.00000       37500.00|    5500.00000        5500.00
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                             |                             |
0040 202.203                780.000  SY   |      12.00000        9360.00|      12.75000        9945.00|      12.00000        9360.00
  PAVEMENT BUTT JOINTS                    |                             |                             |
0050 203.21                  40.000  CY   |      75.00000        3000.00|     115.00000        4600.00|     225.00000        9000.00
  ROCK EXCAVATION                         |                             |                             |
0060 203.2312                        LUMP |   10000.00000       10000.00|    5800.00000        5800.00|    5000.00000        5000.00
  HEALTH AND SAFETY PLAN                  |                             |                             |
0070 211.20               28330.000  LF   |       4.50000      127485.00|       4.23000      119835.90|       8.00000      226640.00
  INSLOPE EXCAVATION                      |                             |                             |
0080 211.30               25230.000  LF   |       6.00000      151380.00|       3.75000       94612.50|       6.00000      151380.00
  DITCH EXCAVATION                        |                             |                             |
0090 304.103                750.000  CY   |      35.00000       26250.00|      18.68000       14010.00|      45.00000       33750.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                             |                             |
  MEASURE)                                |                             |                             |
0100 403.209               1000.000  T    |     110.00000      110000.00|     130.00000      130000.00|     125.00000      125000.00
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022              |(   2   ) 000304             |(   3  ) 001195
                                          |LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC.             |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 603.16                2200.000  LF   |      55.00000      121000.00|      35.00000       77000.00|      40.00000       88000.00
  15 INCH CULVERT PIPE OPTION I           |                             |                             |
0120 603.17                  60.000  LF   |      55.00000        3300.00|      41.50000        2490.00|      70.00000        4200.00
  18 INCH CULVERT PIPE OPTION I           |                             |                             |
0130 603.179                720.000  LF   |      55.00000       39600.00|      80.00000       57600.00|      90.00000       64800.00
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0140 603.199                  8.000  LF   |     130.00000        1040.00|     130.00000        1040.00|     400.00000        3200.00
  24 INCH CULVERT PIPE OPTION III         |                             |                             |
0150 604.092                  2.000  EA   |    2200.00000        4400.00|    2200.00000        4400.00|    3000.00000        6000.00
  CATCH BASIN TYPE B1-C                   |                             |                             |
0160 605.09                 750.000  LF   |      38.00000       28500.00|      26.10000       19575.00|      27.00000       20250.00
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0170 605.10                  40.000  LF   |      38.00000        1520.00|      20.00000         800.00|      30.00000        1200.00
  6 INCH UNDERDRAIN OUTLET                |                             |                             |
0180 605.12                 148.000  LF   |      70.00000       10360.00|      46.60000        6896.80|      60.00000        8880.00
  15 INCH UNDERDRAIN TYPE C               |                             |                             |
0190 606.1721                 4.000  EA   |    1350.00000        5400.00|    1380.00000        5520.00|    1500.00000        6000.00
  BRIDGE TRANSITION - TYPE 1              |                             |                             |
0200 606.23                4202.000  LF   |      14.00000       58828.00|      19.10000       80258.20|      20.00000       84040.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0210 606.231                 75.000  LF   |      16.00000        1200.00|      20.20000        1515.00|      20.00000        1500.00
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                             |                             |
  LESS                                    |                             |                             |
0220 606.232                150.000  LF   |      16.00000        2400.00|      20.20000        3030.00|      20.00000        3000.00
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                             |                             |
0230 606.265                 10.000  EA   |      45.00000         450.00|      74.20000         742.00|      75.00000         750.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0240 606.353                 24.000  EA   |      38.00000         912.00|      31.80000         763.20|      35.00000         840.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0250 606.47                  35.000  EA   |      42.00000        1470.00|      37.10000        1298.50|      40.00000        1400.00
  SINGLE WOOD POST                        |                             |                             |
0260 606.79                   8.000  EA   |    1800.00000       14400.00|    2600.00000       20800.00|    2100.00000       16800.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0270 609.31                2260.000  LF   |       6.00000       13560.00|       5.00000       11300.00|       5.00000       11300.00
  CURB TYPE 3                             |                             |                             |
0280 610.08                 100.000  CY   |      65.00000        6500.00|      55.00000        5500.00|      50.00000        5000.00
  PLAIN RIPRAP                            |                             |                             |
0290 610.18                 150.000  CY   |      65.00000        9750.00|      53.35000        8002.50|      40.00000        6000.00
  STONE DITCH PROTECTION                  |                             |                             |
0300 613.319              12500.000  SY   |       2.20000       27500.00|       3.35000       41875.00|       2.90000       36250.00
  EROSION CONTROL BLANKET                 |                             |                             |
     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022              |(   2   ) 000304             |(   3  ) 001195
                                          |LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC.             |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 615.07                 260.000  CY   |      30.00000        7800.00|      36.50000        9490.00|      50.00000       13000.00
  LOAM                                    |                             |                             |
0320 618.1301               165.000  UN   |      23.00000        3795.00|      17.25000        2846.25|      32.50000        5362.50
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0330 618.1401               390.000  UN   |      14.25000        5557.50|      17.00000        6630.00|      32.50000       12675.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0340 619.1201               555.000  UN   |      10.00000        5550.00|       9.30000        5161.50|      21.00000       11655.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0350 620.58                3500.000  SY   |       2.20000        7700.00|       3.45000       12075.00|       3.00000       10500.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0360 627.76                          LUMP |   10000.00000       10000.00|   21635.00000       21635.00|   16000.00000       16000.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0370 629.05                  45.000  HR   |      30.00000        1350.00|      27.60000        1242.00|      30.00000        1350.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0380 631.10                  20.000  HR   |      30.00000         600.00|      58.00000        1160.00|      55.00000        1100.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0390 631.11                  20.000  HR   |      30.00000         600.00|      35.50000         710.00|      40.00000         800.00
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0400 631.12                 120.000  HR   |      75.00000        9000.00|     110.00000       13200.00|     125.00000       15000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0410 631.14                  50.000  HR   |      90.00000        4500.00|     105.00000        5250.00|     150.00000        7500.00
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0420 631.172                240.000  HR   |      55.00000       13200.00|      73.50000       17640.00|      55.00000       13200.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0430 631.18                  30.000  HR   |      30.00000         900.00|      33.00000         990.00|      35.00000        1050.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                             |                             |
0440 631.20                  30.000  HR   |     110.00000        3300.00|      72.00000        2160.00|     175.00000        5250.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                             |                             |
0450 631.32                  40.000  HR   |     160.00000        6400.00|     155.00000        6200.00|     175.00000        7000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0460 639.18                   1.000  EA   |   16000.00000       16000.00|   17850.00000       17850.00|   12000.00000       12000.00
  FIELD OFFICE TYPE A                     |                             |                             |
0470 652.38                6500.000  HR   |      15.00000       97500.00|      17.25000      112125.00|      17.50000      113750.00
  FLAGGER                                 |                             |                             |
0480 652.39                          LUMP |   70000.00000       70000.00|   65780.00000       65780.00|   25000.00000       25000.00
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0490 656.75                          LUMP |   10000.00000       10000.00|   40500.00000       40500.00|   20000.00000       20000.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0500 659.10                          LUMP |  315000.00000      315000.00|  185130.00000      185130.00|  150000.00000      150000.00
  MOBILIZATION                            |                             |                             |
     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 4
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022              |(   2   ) 000304             |(   3  ) 001195
                                          |LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC.             |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0510 660.21                2000.000  HR   |       2.00000        4000.00|       1.28000        2560.00|       1.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     1,412,417.50|           $     1,316,686.15|           $     1,409,882.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002   ALTERNATE PAVEMENT 1                     (CONTRACTOR'S CHOICE)
                                          |                             |                             |
0520 203.2001              5905.000  CY   |                             |                             |
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0530 304.104              16330.000  CY   |                             |                             |
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                             |                             |
0540 309.36               90470.000  SY   |                             |                             |
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                             |                             |
  6 INCH DEPTH                            |                             |                             |
0550 403.210               8360.000  T    |                             |                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0560 403.213               7970.000  T    |                             |                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0570 409.15                4550.000  G    |                             |                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
     SECTION TOTALS                       |           $                 |           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003   ALTERNATE PAVEMENT 2                     (CONTRACTOR'S CHOICE)
                                          |                             |                             |
0580 203.2001              6130.000  CY   |                             |                             |
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0590 304.104              24220.000  CY   |                             |                             |
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                             |                             |
0600 310.23               90470.000  SY   |                             |                             |
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                             |                             |
  INCH DEPTH                              |                             |                             |
0610 403.207               2277.000  T    |                             |                             |
  HOT MIX ASPHALT 19.0 MM HMA             |                             |                             |
0620 403.210               8350.000  T    |                             |                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0630 403.213               7470.000  T    |                             |                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0640 409.15                5010.000  G    |                             |                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
     SECTION TOTALS                       |           $                 |           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004   ALTERNATE PAVEMENT 3                     (CONTRACTOR'S CHOICE)
                                          |                             |                             |
     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 5
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022              |(   2   ) 000304             |(   3  ) 001195
                                          |LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC.             |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0650 203.2001              5905.000  CY   |      10.00000       59050.00|      10.00000       59050.00|       8.25000       48716.25
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0660 304.104              14210.000  CY   |      16.00000      227360.00|      17.95000      255069.50|      23.00000      326830.00
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                             |                             |
0670 307.32               82940.000  SY   |       2.60000      215644.00|       2.06000      170856.40|       2.75000      228085.00
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                             |                             |
  MAINELINE TRAVELWAY)                    |                             |                             |
0680 403.207              12815.000  T    |      56.80000      727892.00|      67.90000      870138.50|      66.00000      845790.00
  HOT MIX ASPHALT 19.0 MM HMA             |                             |                             |
0690 403.210               9580.000  T    |      61.65000      590607.00|      68.90000      660062.00|      67.00000      641860.00
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0700 409.15                2520.000  G    |       4.00000       10080.00|       9.40000       23688.00|       3.00000        7560.00
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
     SECTION TOTALS                       |           $     1,830,633.00|           $     2,038,864.40|           $     2,098,841.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     3,243,050.50|           $     3,355,550.55|           $     3,508,723.75
====================================================================================================================================
     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 6
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000707              |(   5   ) 000855             |(      )
                                          |SARGENT CORPORATION          |BRIDGECORP                   |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                             |                             |
0010 201.11                   1.060  AC   |   10000.00000       10600.00|    4334.84000        4594.93|
  CLEARING                                |                             |                             |
0020 201.23                  29.000  EA   |     350.00000       10150.00|     570.37000       16540.73|
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 202.127               2525.000  LS   |   25000.00000       25000.00|   16601.44000       16601.44|
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                             |                             |
0040 202.203                780.000  SY   |      13.20000       10296.00|      23.13000       18041.40|
  PAVEMENT BUTT JOINTS                    |                             |                             |
0050 203.21                  40.000  CY   |       1.00000          40.00|     171.11000        6844.40|
  ROCK EXCAVATION                         |                             |                             |
0060 203.2312                        LUMP |    2500.00000        2500.00|    5703.73000        5703.73|
  HEALTH AND SAFETY PLAN                  |                             |                             |
0070 211.20               28330.000  LF   |       5.00000      141650.00|       4.20000      118986.00|
  INSLOPE EXCAVATION                      |                             |                             |
0080 211.30               25230.000  LF   |       6.00000      151380.00|       4.45000      112273.50|
  DITCH EXCAVATION                        |                             |                             |
0090 304.103                750.000  CY   |      15.00000       11250.00|      23.21000       17407.50|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                             |                             |
  MEASURE)                                |                             |                             |
0100 403.209               1000.000  T    |     121.00000      121000.00|     122.50000      122500.00|
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0110 603.16                2200.000  LF   |      38.00000       83600.00|      17.57000       38654.00|
  15 INCH CULVERT PIPE OPTION I           |                             |                             |
0120 603.17                  60.000  LF   |      42.00000        2520.00|      29.49000        1769.40|
  18 INCH CULVERT PIPE OPTION I           |                             |                             |
0130 603.179                720.000  LF   |      48.00000       34560.00|      62.06000       44683.20|
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0140 603.199                  8.000  LF   |     100.00000         800.00|     175.36000        1402.88|
  24 INCH CULVERT PIPE OPTION III         |                             |                             |
0150 604.092                  2.000  EA   |    2800.00000        5600.00|    3420.31000        6840.62|
  CATCH BASIN TYPE B1-C                   |                             |                             |
0160 605.09                 750.000  LF   |      32.00000       24000.00|      20.01000       15007.50|
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0170 605.10                  40.000  LF   |      36.00000        1440.00|      25.11000        1004.40|
  6 INCH UNDERDRAIN OUTLET                |                             |                             |
0180 605.12                 148.000  LF   |      48.00000        7104.00|      40.58000        6005.84|
  15 INCH UNDERDRAIN TYPE C               |                             |                             |
0190 606.1721                 4.000  EA   |    1485.00000        5940.00|    1540.01000        6160.04|
  BRIDGE TRANSITION - TYPE 1              |                             |                             |
     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 7
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000707              |(   5   ) 000855             |(      )
                                          |SARGENT CORPORATION          |BRIDGECORP                   |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 606.23                4202.000  LF   |      15.40000       64710.80|      15.97000       67105.94|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0210 606.231                 75.000  LF   |      17.60000        1320.00|      18.25000        1368.75|
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                             |                             |
  LESS                                    |                             |                             |
0220 606.232                150.000  LF   |      17.60000        2640.00|      18.25000        2737.50|
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                             |                             |
0230 606.265                 10.000  EA   |      49.50000         495.00|      51.33000         513.30|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0240 606.353                 24.000  EA   |      41.80000        1003.20|      43.35000        1040.40|
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0250 606.47                  35.000  EA   |      46.20000        1617.00|      47.91000        1676.85|
  SINGLE WOOD POST                        |                             |                             |
0260 606.79                   8.000  EA   |    1980.00000       15840.00|    2053.34000       16426.72|
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0270 609.31                2260.000  LF   |       5.50000       12430.00|       7.46000       16859.60|
  CURB TYPE 3                             |                             |                             |
0280 610.08                 100.000  CY   |      50.00000        5000.00|      47.36000        4736.00|
  PLAIN RIPRAP                            |                             |                             |
0290 610.18                 150.000  CY   |      45.00000        6750.00|      44.46000        6669.00|
  STONE DITCH PROTECTION                  |                             |                             |
0300 613.319              12500.000  SY   |       2.00000       25000.00|       2.18000       27250.00|
  EROSION CONTROL BLANKET                 |                             |                             |
0310 615.07                 260.000  CY   |      30.00000        7800.00|      93.86000       24403.60|
  LOAM                                    |                             |                             |
0320 618.1301               165.000  UN   |      24.00000        3960.00|      20.15000        3324.75|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0330 618.1401               390.000  UN   |      17.60000        6864.00|      19.84000        7737.60|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0340 619.1201               555.000  UN   |       9.60000        5328.00|      10.85000        6021.75|
  MULCH - PLAN QUANTITY                   |                             |                             |
0350 620.58                3500.000  SY   |       2.00000        7000.00|       1.58000        5530.00|
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0360 627.76                          LUMP |    7500.00000        7500.00|    5959.26000        5959.26|
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0370 629.05                  45.000  HR   |      28.00000        1260.00|      51.33000        2309.85|
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0380 631.10                  20.000  HR   |      30.00000         600.00|      68.44000        1368.80|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0390 631.11                  20.000  HR   |      30.00000         600.00|      68.44000        1368.80|
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 8
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000707              |(   5   ) 000855             |(      )
                                          |SARGENT CORPORATION          |BRIDGECORP                   |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0400 631.12                 120.000  HR   |     100.00000       12000.00|     154.00000       18480.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0410 631.14                  50.000  HR   |     120.00000        6000.00|     154.00000        7700.00|
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0420 631.172                240.000  HR   |      60.00000       14400.00|      74.15000       17796.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0430 631.18                  30.000  HR   |      32.00000         960.00|      85.56000        2566.80|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                             |                             |
0440 631.20                  30.000  HR   |      90.00000        2700.00|     285.19000        8555.70|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                             |                             |
0450 631.32                  40.000  HR   |     150.00000        6000.00|     342.22000       13688.80|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0460 639.18                   1.000  EA   |    5000.00000        5000.00|   28547.17000       28547.17|
  FIELD OFFICE TYPE A                     |                             |                             |
0470 652.38                6500.000  HR   |      15.00000       97500.00|      15.97000      103805.00|
  FLAGGER                                 |                             |                             |
0480 652.39                          LUMP |   76900.00000       76900.00|  100213.43000      100213.43|
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0490 656.75                          LUMP |   65000.00000       65000.00|   66800.32000       66800.32|
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0500 659.10                          LUMP |  362800.00000      362800.00|  610268.34000      610268.34|
  MOBILIZATION                            |                             |                             |
0510 660.21                2000.000  HR   |       2.00000        4000.00|       1.14000        2280.00|
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     1,480,408.00|           $     1,746,131.54|           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002   ALTERNATE PAVEMENT 1                     (CONTRACTOR'S CHOICE)
                                          |                             |                             |
0520 203.2001              5905.000  CY   |                             |                             |
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0530 304.104              16330.000  CY   |                             |                             |
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                             |                             |
0540 309.36               90470.000  SY   |                             |                             |
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                             |                             |
  6 INCH DEPTH                            |                             |                             |
0550 403.210               8360.000  T    |                             |                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0560 403.213               7970.000  T    |                             |                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
     LETTING DATE : 07/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/19/06
                                                                                                                   PAGE : 9
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 011210.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000707              |(   5   ) 000855             |(      )
                                          |SARGENT CORPORATION          |BRIDGECORP                   |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0570 409.15                4550.000  G    |                             |                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
     SECTION TOTALS                       |           $                 |           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003   ALTERNATE PAVEMENT 2                     (CONTRACTOR'S CHOICE)
                                          |                             |                             |
0580 203.2001              6130.000  CY   |                             |                             |
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0590 304.104              24220.000  CY   |                             |                             |
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                             |                             |
0600 310.23               90470.000  SY   |                             |                             |
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                             |                             |
  INCH DEPTH                              |                             |                             |
0610 403.207               2277.000  T    |                             |                             |
  HOT MIX ASPHALT 19.0 MM HMA             |                             |                             |
0620 403.210               8350.000  T    |                             |                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0630 403.213               7470.000  T    |                             |                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0640 409.15                5010.000  G    |                             |                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
     SECTION TOTALS                       |           $                 |           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004   ALTERNATE PAVEMENT 3                     (CONTRACTOR'S CHOICE)
                                          |                             |                             |
0650 203.2001              5905.000  CY   |      15.65000       92413.25|       5.40000       31887.00|
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0660 304.104              14210.000  CY   |      22.00000      312620.00|      20.08000      285336.80|
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                             |                             |
0670 307.32               82940.000  SY   |       3.73000      309366.20|       1.94000      160903.60|
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                             |                             |
  MAINELINE TRAVELWAY)                    |                             |                             |
0680 403.207              12815.000  T    |      62.48000      800681.20|      64.69000      829002.35|
  HOT MIX ASPHALT 19.0 MM HMA             |                             |                             |
0690 403.210               9580.000  T    |      67.82000      649715.60|      65.62000      628639.60|
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0700 409.15                2520.000  G    |       4.40000       11088.00|       8.93000       22503.60|
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
     SECTION TOTALS                       |           $     2,175,884.25|           $     1,958,272.95|           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     3,656,292.25|           $     3,704,404.49|           $
====================================================================================================================================