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     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 1
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00                                     COMPLETION DATE : 10/15/05
                                                           =========
   PROJECT(S):  STP-1021(600)X          LOCATION(S): PARIS-BUCKFIELD                MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  PARIS-BUCKFIELD, CHIP                                                         NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   001094         K & K EXCAVATION, INC.                                                 $  5,268,649.50     100.0000%
   2   000855         BRIDGECORP                                                             $  6,782,501.00     128.7332%
   3   000164         C P M CONSTRUCTORS                                                     $  6,790,012.25     128.8758%
   4   000036         H E SARGENT, INC.                                                      $  6,811,177.00     129.2775%
====================================================================================================================================
                                          |(   1  ) 001094             |(   2  ) 000855             |(   3  ) 000164
                                          |K & K EXCAVATION, INC.      |BRIDGECORP                  |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    8.000  EA  |     250.00000       2000.00|     500.00000       4000.00|    1500.00000       12000.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    8.000  EA  |     250.00000       2000.00|     240.00000       1920.00|     500.00000        4000.00
  REMOVING STUMP                          |                            |                            |
0030 202.203                 225.000  M2  |      15.00000       3375.00|      25.00000       5625.00|      25.00000        5625.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.2001              43637.000  M3  |       8.00000     349096.00|       6.50000     283640.50|      12.00000      523644.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0050 203.21                 2150.000  M3  |      38.00000      81700.00|      95.00000     204250.00|      55.00000      118250.00
  ROCK EXCAVATION                         |                            |                            |
0060 205.51                 5544.000  M2  |      23.00000     127512.00|      13.00000      72072.00|      12.00000       66528.00
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0070 206.061                  50.000  M3  |     200.00000      10000.00|      39.00000       1950.00|      50.00000        2500.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0080 206.07                   50.000  M3  |     200.00000      10000.00|     250.00000      12500.00|     150.00000        7500.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0090 211.20                 7280.000  M   |       7.50000      54600.00|      10.00000      72800.00|       7.00000       50960.00
  INSLOPE EXCAVATION                      |                            |                            |
0100 211.30                 5718.000  M   |      13.00000      74334.00|      10.00000      57180.00|       8.00000       45744.00
  DITCH EXCAVATION                        |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 2
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000855            |(   3  ) 000164
                                          |K & K EXCAVATION, INC.      |BRIDGECORP                  |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.40                 5202.000  M   |      30.00000     156060.00|      56.00000     291312.00|      20.00000      104040.00
  NEW DITCH EXCAVATION                    |                            |                            |
0120 304.104               42342.000  M3  |       8.00000     338736.00|      23.00000     973866.00|      23.00000      973866.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0130 310.24               133605.000  M2  |       7.85000    1048799.25|       9.10000    1215805.50|      10.00000     1336050.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  100 MM DEPTH                            |                            |                            |
0140 403.209                 565.000  MG  |     105.00000      59325.00|     125.00000      70625.00|     104.75000       59183.75
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0150 403.210                9910.000  MG  |      49.00000     485590.00|      48.75000     483112.50|      48.75000      483112.50
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0160 403.213               14870.000  MG  |      48.00000     713760.00|      47.25000     702607.50|      47.25000      702607.50
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0170 409.15                22000.000  L   |       1.00000      22000.00|       1.00000      22000.00|       0.90000       19800.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0180 411.10                  400.000  M3  |      40.00000      16000.00|      36.00000      14400.00|      70.00000       28000.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0190 534.71                    1.000  LS  |   35000.00000      35000.00|   78000.00000      78000.00|   35000.00000       35000.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0200 601.22                   20.000  M3  |     300.00000       6000.00|     300.00000       6000.00|     450.00000        9000.00
  GABIONS, PVC COATED                     |                            |                            |
0210 603.16                  544.000  M   |      75.00000      40800.00|      82.00000      44608.00|      65.00000       35360.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.169                  50.000  M   |     120.00000       6000.00|     280.00000      14000.00|     275.00000       13750.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.17                  202.000  M   |     100.00000      20200.00|      92.00000      18584.00|     130.00000       26260.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.179                 610.000  M   |     130.00000      79300.00|     262.00000     159820.00|     300.00000      183000.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.199                 300.000  M   |     145.00000      43500.00|     285.00000      85500.00|     325.00000       97500.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.205                  95.000  M   |     400.00000      38000.00|     350.00000      33250.00|     400.00000       38000.00
  750 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0270 603.215                 134.300  M   |     450.00000      60435.00|     360.00000      48348.00|     425.00000       57077.50
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0280 603.219                  11.600  M   |     350.00000       4060.00|     335.00000       3886.00|     800.00000        9280.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 3
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000855            |(   3  ) 000164
                                          |K & K EXCAVATION, INC.      |BRIDGECORP                  |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 603.235                  61.000  M   |     520.00000      31720.00|     540.00000      32940.00|     500.00000       30500.00
  1200 MM REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0300 603.239                  13.800  M   |     450.00000       6210.00|     400.00000       5520.00|     725.00000       10005.00
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0310 604.092                  13.000  EA  |    1200.00000      15600.00|    2275.00000      29575.00|    2500.00000       32500.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0320 604.18                    1.000  EA  |     400.00000        400.00|     600.00000        600.00|     350.00000         350.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0330 604.182                   1.000  EA  |     400.00000        400.00|     400.00000        400.00|     300.00000         300.00
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0340 604.245                   2.000  EA  |    1200.00000       2400.00|    1600.00000       3200.00|    1500.00000        3000.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0350 605.09                  591.000  M   |      45.00000      26595.00|      85.00000      50235.00|      70.00000       41370.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0360 605.101                  12.000  M   |     100.00000       1200.00|      95.00000       1140.00|      70.00000         840.00
  100MM UNDERDRAIN OUTLET                 |                            |                            |
0370 605.11                  300.000  M   |      70.00000      21000.00|     115.00000      34500.00|      95.00000       28500.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0380 605.12                  159.000  M   |     100.00000      15900.00|     115.00000      18285.00|     100.00000       15900.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0390 605.13                  115.000  M   |     115.00000      13225.00|     130.00000      14950.00|     105.00000       12075.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0400 606.178                  38.000  M   |      25.00000        950.00|      25.00000        950.00|      25.00000         950.00
  GUARDRAIL BEAM                          |                            |                            |
0410 606.23                 1017.000  M   |      48.00000      48816.00|      47.00000      47799.00|      47.00000       47799.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0420 606.232                  69.000  M   |      50.00000       3450.00|      50.00000       3450.00|      50.00000        3450.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0430 606.265                   9.000  EA  |      60.00000        540.00|      60.00000        540.00|      65.00000         585.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0440 606.35                   90.000  EA  |      40.00000       3600.00|      26.00000       2340.00|      30.00000        2700.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0450 606.47                   20.000  EA  |      50.00000       1000.00|      35.00000        700.00|      40.00000         800.00
  SINGLE WOOD POST                        |                            |                            |
0460 606.51                    2.000  EA  |     320.00000        640.00|     250.00000        500.00|     350.00000         700.00
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0470 606.754                  12.000  EA  |    1000.00000      12000.00|     950.00000      11400.00|     900.00000       10800.00
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 4
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000855            |(   3  ) 000164
                                          |K & K EXCAVATION, INC.      |BRIDGECORP                  |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 606.79                   12.000  EA  |    1900.00000      22800.00|    1900.00000      22800.00|    2250.00000       27000.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0490 609.237                   2.000  EA  |     270.00000        540.00|     450.00000        900.00|     350.00000         700.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0500 609.31                 1335.000  M   |      12.00000      16020.00|      16.00000      21360.00|      20.00000       26700.00
  CURB TYPE 3                             |                            |                            |
0510 610.08                  800.000  M3  |      45.00000      36000.00|      80.00000      64000.00|      50.00000       40000.00
  PLAIN RIPRAP                            |                            |                            |
0520 610.18                 1770.000  M3  |      36.00000      63720.00|      40.00000      70800.00|      60.00000      106200.00
  STONE DITCH PROTECTION                  |                            |                            |
0530 613.319               18000.000  M2  |       1.50000      27000.00|       2.00000      36000.00|       1.50000       27000.00
  EROSION CONTROL BLANKET                 |                            |                            |
0540 615.07                  300.000  M3  |      27.00000       8100.00|      77.00000      23100.00|      60.00000       18000.00
  LOAM                                    |                            |                            |
0550 617.381                 100.000  M3  |      45.00000       4500.00|      65.00000       6500.00|      70.00000        7000.00
  EROSION CONTROL MIX                     |                            |                            |
0560 618.1401               1185.000  UN  |      16.00000      18960.00|      16.00000      18960.00|      15.00000       17775.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0570 619.1201               1185.000  UN  |       7.25000       8591.25|       8.00000       9480.00|      10.00000       11850.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0580 620.58                 7500.000  M2  |       4.50000      33750.00|       2.50000      18750.00|       2.00000       15000.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0590 621.037                   5.000  EA  |     185.00000        925.00|     200.00000       1000.00|     225.00000        1125.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0600 621.262                   5.000  EA  |     170.00000        850.00|     180.00000        900.00|     350.00000        1750.00
  LARGE DECIDUOUS TREES (3000 MM - 3600   |                            |                            |
  MM) GROUP B                             |                            |                            |
0610 621.54                    5.000  EA  |      40.00000        200.00|      45.00000        225.00|      55.00000         275.00
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0620 627.75                   25.000  M2  |      35.00000        875.00|      30.00000        750.00|      35.00000         875.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0630 627.76                           LUMP|   20000.00000      20000.00|    7000.00000       7000.00|   10500.00000       10500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0640 629.05                   40.000  HR  |      26.00000       1040.00|      30.00000       1200.00|      35.00000        1400.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0650 631.10                   20.000  HR  |      40.00000        800.00|      20.00000        400.00|      35.00000         700.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 5
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000855            |(   3  ) 000164
                                          |K & K EXCAVATION, INC.      |BRIDGECORP                  |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 631.11                   20.000  HR  |      35.00000        700.00|      10.00000        200.00|      25.00000         500.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0670 631.12                  100.000  HR  |      90.00000       9000.00|     100.00000      10000.00|     100.00000       10000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0680 631.122                  20.000  HR  |      70.00000       1400.00|      90.00000       1800.00|      80.00000        1600.00
  MINI ALL-PURPOSE EXCAVATOR (INCLUDING   |                            |                            |
  OPERATOR)                               |                            |                            |
0690 631.14                   20.000  HR  |      90.00000       1800.00|     120.00000       2400.00|     125.00000        2500.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0700 631.172                 200.000  HR  |      47.00000       9400.00|      55.00000      11000.00|      45.00000        9000.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0710 631.18                   20.000  HR  |      35.00000        700.00|      27.00000        540.00|      45.00000         900.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0720 631.32                   20.000  HR  |     150.00000       3000.00|      80.00000       1600.00|     350.00000        7000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0730 639.19                    1.000  EA  |   10000.00000      10000.00|    4000.00000       4000.00|   15000.00000       15000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0740 652.33                  150.000  EA  |      50.00000       7500.00|      65.00000       9750.00|      55.00000        8250.00
  DRUM                                    |                            |                            |
0750 652.34                  200.000  EA  |      19.00000       3800.00|      18.00000       3600.00|      15.00000        3000.00
  CONE                                    |                            |                            |
0760 652.35                  135.000  M2  |      95.00000      12825.00|     110.00000      14850.00|      70.00000        9450.00
  CONSTRUCTION SIGNS                      |                            |                            |
0770 652.36                  280.000  CD  |      50.00000      14000.00|     900.00000     252000.00|     150.00000       42000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0780 652.38                20500.000  HR  |      14.25000     292125.00|      10.00000     205000.00|      17.00000      348500.00
  FLAGGER                                 |                            |                            |
0790 653.20                  350.000  M2  |      22.00000       7700.00|      30.00000      10500.00|      25.00000        8750.00
  25 MM POLYSTYRENE PLASTIC INSULATION    |                            |                            |
0800 656.75                           LUMP|   10000.00000      10000.00|   63000.00000      63000.00|   65000.00000       65000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0810 659.10                           LUMP|  517000.00000     517000.00|  640000.00000     640000.00|  650000.00000      650000.00
  MOBILIZATION                            |                            |                            |
0820 660.21                 2000.000  HR  |       2.50000       5000.00|       2.00000       4000.00|       0.10000         200.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  5,264,449.50|             $  6,779,051.00|              $  6,786,262.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   UTILITY ITEMS
                                          |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 6
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000855            |(   3  ) 000164
                                          |K & K EXCAVATION, INC.      |BRIDGECORP                  |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0830 812.162                   5.000  EA  |     400.00000       2000.00|     325.00000       1625.00|     500.00000        2500.00
  ADJUST SEWER MANHOLE TO GRADE           |                            |                            |
0840 812.164                   1.000  EA  |    1800.00000       1800.00|     925.00000        925.00|     750.00000         750.00
  REBUILDING SEWER MANHOLE                |                            |                            |
0850 823.332                   4.000  EA  |     100.00000        400.00|     225.00000        900.00|     125.00000         500.00
  GATE VALVE BOX, ADJUST TO GRADE         |                            |                            |
     SECTION TOTALS                       |             $      4,200.00|             $      3,450.00|              $      3,750.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  5,268,649.50|             $  6,782,501.00|              $  6,790,012.25
====================================================================================================================================
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 7
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    8.000  EA  |     540.00000       4320.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    8.000  EA  |     250.00000       2000.00|                            |
  REMOVING STUMP                          |                            |                            |
0030 202.203                 225.000  M2  |      13.00000       2925.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.2001              43637.000  M3  |      15.00000     654555.00|                            |
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0050 203.21                 2150.000  M3  |      38.00000      81700.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0060 205.51                 5544.000  M2  |       5.50000      30492.00|                            |
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0070 206.061                  50.000  M3  |      18.00000        900.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0080 206.07                   50.000  M3  |     105.00000       5250.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0090 211.20                 7280.000  M   |      20.00000     145600.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0100 211.30                 5718.000  M   |      31.50000     180117.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0110 211.40                 5202.000  M   |      31.50000     163863.00|                            |
  NEW DITCH EXCAVATION                    |                            |                            |
0120 304.104               42342.000  M3  |      21.00000     889182.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0130 310.24               133605.000  M2  |       9.20000    1229166.00|                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  100 MM DEPTH                            |                            |                            |
0140 403.209                 565.000  MG  |     105.00000      59325.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0150 403.210                9910.000  MG  |      49.00000     485590.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0160 403.213               14870.000  MG  |      47.50000     706325.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0170 409.15                22000.000  L   |       1.00000      22000.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 8
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 411.10                  400.000  M3  |      28.50000      11400.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0190 534.71                    1.000  LS  |   50000.00000      50000.00|                            |
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0200 601.22                   20.000  M3  |     250.00000       5000.00|                            |
  GABIONS, PVC COATED                     |                            |                            |
0210 603.16                  544.000  M   |     120.00000      65280.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.169                  50.000  M   |     125.00000       6250.00|                            |
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.17                  202.000  M   |     150.00000      30300.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.179                 610.000  M   |     150.00000      91500.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.199                 300.000  M   |     200.00000      60000.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.205                  95.000  M   |     250.00000      23750.00|                            |
  750 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0270 603.215                 134.300  M   |     300.00000      40290.00|                            |
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0280 603.219                  11.600  M   |     350.00000       4060.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.235                  61.000  M   |     400.00000      24400.00|                            |
  1200 MM REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0300 603.239                  13.800  M   |     425.00000       5865.00|                            |
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0310 604.092                  13.000  EA  |    2200.00000      28600.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0320 604.18                    1.000  EA  |     300.00000        300.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0330 604.182                   1.000  EA  |     610.00000        610.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0340 604.245                   2.000  EA  |    1005.00000       2010.00|                            |
  CATCH BASIN TYPE F4-C                   |                            |                            |
0350 605.09                  591.000  M   |      67.00000      39597.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 9
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 605.101                  12.000  M   |      93.00000       1116.00|                            |
  100MM UNDERDRAIN OUTLET                 |                            |                            |
0370 605.11                  300.000  M   |     107.00000      32100.00|                            |
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0380 605.12                  159.000  M   |     116.00000      18444.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0390 605.13                  115.000  M   |     125.00000      14375.00|                            |
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0400 606.178                  38.000  M   |      41.00000       1558.00|                            |
  GUARDRAIL BEAM                          |                            |                            |
0410 606.23                 1017.000  M   |      52.00000      52884.00|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0420 606.232                  69.000  M   |      62.00000       4278.00|                            |
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0430 606.265                   9.000  EA  |      29.00000        261.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0440 606.35                   90.000  EA  |      29.00000       2610.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0450 606.47                   20.000  EA  |      41.00000        820.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0460 606.51                    2.000  EA  |     300.00000        600.00|                            |
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0470 606.754                  12.000  EA  |     650.00000       7800.00|                            |
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0480 606.79                   12.000  EA  |    1965.00000      23580.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0490 609.237                   2.000  EA  |     175.00000        350.00|                            |
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0500 609.31                 1335.000  M   |      11.20000      14952.00|                            |
  CURB TYPE 3                             |                            |                            |
0510 610.08                  800.000  M3  |      54.00000      43200.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0520 610.18                 1770.000  M3  |      45.00000      79650.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0530 613.319               18000.000  M2  |       2.15000      38700.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0540 615.07                  300.000  M3  |      34.00000      10200.00|                            |
  LOAM                                    |                            |                            |
0550 617.381                 100.000  M3  |      55.00000       5500.00|                            |
  EROSION CONTROL MIX                     |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 10
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 618.1401               1185.000  UN  |      12.20000      14457.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0570 619.1201               1185.000  UN  |       6.00000       7110.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0580 620.58                 7500.000  M2  |       2.00000      15000.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0590 621.037                   5.000  EA  |     200.00000       1000.00|                            |
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0600 621.262                   5.000  EA  |     200.00000       1000.00|                            |
  LARGE DECIDUOUS TREES (3000 MM - 3600   |                            |                            |
  MM) GROUP B                             |                            |                            |
0610 621.54                    5.000  EA  |      42.00000        210.00|                            |
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0620 627.75                   25.000  M2  |      32.40000        810.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0630 627.76                           LUMP|   20000.00000      20000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0640 629.05                   40.000  HR  |      20.50000        820.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0650 631.10                   20.000  HR  |      60.00000       1200.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0660 631.11                   20.000  HR  |      60.00000       1200.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0670 631.12                  100.000  HR  |     100.00000      10000.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0680 631.122                  20.000  HR  |      75.00000       1500.00|                            |
  MINI ALL-PURPOSE EXCAVATOR (INCLUDING   |                            |                            |
  OPERATOR)                               |                            |                            |
0690 631.14                   20.000  HR  |     150.00000       3000.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0700 631.172                 200.000  HR  |     105.00000      21000.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0710 631.18                   20.000  HR  |      50.00000       1000.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0720 631.32                   20.000  HR  |     200.00000       4000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 11
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 010216.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0730 639.19                    1.000  EA  |   25000.00000      25000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0740 652.33                  150.000  EA  |      50.00000       7500.00|                            |
  DRUM                                    |                            |                            |
0750 652.34                  200.000  EA  |      18.00000       3600.00|                            |
  CONE                                    |                            |                            |
0760 652.35                  135.000  M2  |     130.00000      17550.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0770 652.36                  280.000  CD  |     550.00000     154000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0780 652.38                20500.000  HR  |      13.30000     272650.00|                            |
  FLAGGER                                 |                            |                            |
0790 653.20                  350.000  M2  |       9.60000       3360.00|                            |
  25 MM POLYSTYRENE PLASTIC INSULATION    |                            |                            |
0800 656.75                           LUMP|   87000.00000      87000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0810 659.10                           LUMP|  625460.00000     625460.00|                            |
  MOBILIZATION                            |                            |                            |
0820 660.21                 2000.000  HR  |       1.00000       2000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  6,806,927.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   UTILITY ITEMS
                                          |                            |                            |
0830 812.162                   5.000  EA  |     425.00000       2125.00|                            |
  ADJUST SEWER MANHOLE TO GRADE           |                            |                            |
0840 812.164                   1.000  EA  |     425.00000        425.00|                            |
  REBUILDING SEWER MANHOLE                |                            |                            |
0850 823.332                   4.000  EA  |     425.00000       1700.00|                            |
  GATE VALVE BOX, ADJUST TO GRADE         |                            |                            |
     SECTION TOTALS                       |             $      4,250.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  6,811,177.00|             $          0.00|              $
====================================================================================================================================