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     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 1
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00                                     COMPLETION DATE : 10/01/04
                                                           =========
   PROJECT(S):  DPB-8685(60)X           LOCATION(S): WINSLOW                        MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1021(100)X                       WINDSOR - CHINA
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                     $  3,023,725.24     100.0000%
   2   000059         PIKE INDUSTRIES, INC.                                                  $  3,148,324.71     104.1207%
   3   000855         BRIDGECORP                                                             $  3,301,200.70     109.1766%
   4   000036         H E SARGENT, INC.                                                      $  3,560,730.14     117.7597%
====================================================================================================================================
                                          |(   1  ) 000164             |(   2  ) 000059             |(   3  ) 000855
                                          |C P M CONSTRUCTORS          |PIKE INDUSTRIES, INC.       |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                    0.220  HA  |   10500.00000       2310.00|   10000.00000       2200.00|   21000.00000        4620.00
  CLEARING                                |                            |                            |
0020 201.23                   74.000  EA  |     550.00000      40700.00|     275.00000      20350.00|     625.00000       46250.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   73.000  EA  |     225.00000      16425.00|     125.00000       9125.00|     265.00000       19345.00
  REMOVING STUMP                          |                            |                            |
0040 202.12                   20.000  M3  |     175.00000       3500.00|      75.00000       1500.00|     135.00000        2700.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0050 202.203                 545.000  M2  |      20.00000      10900.00|      15.00000       8175.00|      14.00000        7630.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                 9470.000  M3  |       6.50000      61555.00|      10.00000      94700.00|       7.50000       71025.00
  COMMON EXCAVATION                       |                            |                            |
0070 203.21                 1150.000  M3  |      75.00000      86250.00|      65.00000      74750.00|     145.00000      166750.00
  ROCK EXCAVATION                         |                            |                            |
0080 204.41                25170.000  M2  |       2.25000      56632.50|       4.00000     100680.00|       2.40000       60408.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0090 211.21                13770.000  M   |       7.00000      96390.00|       9.00000     123930.00|       8.10000      111537.00
  INSLOPE REHABILITATION                  |                            |                            |
0100 211.30                  860.000  M   |       7.00000       6020.00|       9.00000       7740.00|      29.00000       24940.00
  DITCH EXCAVATION                        |                            |                            |
0110 211.40                 2440.000  M   |      22.00000      53680.00|      13.00000      31720.00|      60.00000      146400.00
  NEW DITCH EXCAVATION                    |                            |                            |
     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 2
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000059            |(   3  ) 000855
                                          |C P M CONSTRUCTORS          |PIKE INDUSTRIES, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 211.41                  210.000  M   |     115.00000      24150.00|      75.00000      15750.00|     475.00000       99750.00
  NEW DITCH EXCAVATION - LEDGE            |                            |                            |
0130 304.10                 8840.000  M3  |      20.00000     176800.00|      17.50000     154700.00|      24.00000      212160.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 304.103                 700.000  M3  |      23.00000      16100.00|      40.00000      28000.00|      32.00000       22400.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0150 403.209                 400.000  MG  |      90.00000      36000.00|      95.00000      38000.00|     125.00000       50000.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0160 403.210                9284.000  MG  |      39.40000     365789.60|      41.85000     388535.40|      39.40000      365789.60
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0170 403.213               10319.000  MG  |      39.40000     406568.60|      41.60000     429270.40|      39.40000      406568.60
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0180 409.15                18020.000  L   |       1.05000      18921.00|       1.05000      18921.00|       1.25000       22525.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0190 411.10                  122.000  M3  |      50.00000       6100.00|      50.00000       6100.00|      85.00000       10370.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0200 603.16                  225.000  M   |      90.00000      20250.00|      55.00000      12375.00|      82.00000       18450.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.169                  33.048  M   |     180.00000       5948.64|     175.00000       5783.40|     250.00000        8262.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.17                  295.000  M   |      95.00000      28025.00|      65.00000      19175.00|      95.00000       28025.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.179                 230.000  M   |     185.00000      42550.00|     225.00000      51750.00|     260.00000       59800.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.19                   25.000  M   |     130.00000       3250.00|      75.00000       1875.00|     105.00000        2625.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0250 603.199                  22.500  M   |     240.00000       5400.00|     275.00000       6187.50|     380.00000        8550.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.34                   17.800  M   |     550.00000       9790.00|     750.00000      13350.00|     550.00000        9790.00
  1050 MM SPAN 725 MM RISE PIPE ARCH      |                            |                            |
0270 604.092                   2.000  EA  |    2000.00000       4000.00|    2500.00000       5000.00|    2400.00000        4800.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0280 604.161                   1.000  EA  |     550.00000        550.00|    3500.00000       3500.00|    1000.00000        1000.00
  ALTERING CATCH BASIN                    |                            |                            |
0290 604.182                   5.000  EA  |     225.00000       1125.00|     300.00000       1500.00|     200.00000        1000.00
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0300 605.09                  100.000  M   |      55.00000       5500.00|      75.00000       7500.00|     100.00000       10000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 3
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000059            |(   3  ) 000855
                                          |C P M CONSTRUCTORS          |PIKE INDUSTRIES, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 605.10                   15.000  M   |      70.00000       1050.00|      65.00000        975.00|     100.00000        1500.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0320 606.17                  194.300  M   |      36.00000       6994.80|      37.50000       7286.25|      36.50000        7091.95
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0330 606.21                   26.670  M   |      40.00000       1066.80|      47.50000       1266.83|      40.00000        1066.80
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0340 606.22                   26.670  M   |      40.00000       1066.80|      47.50000       1266.83|      40.00000        1066.80
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0350 606.265                   4.000  EA  |      55.00000        220.00|      55.00000        220.00|      50.00000         200.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0360 606.35                   13.000  EA  |      30.00000        390.00|      27.50000        357.50|      25.00000         325.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0370 606.47                   18.000  EA  |      40.00000        720.00|      37.50000        675.00|      35.00000         630.00
  SINGLE WOOD POST                        |                            |                            |
0380 606.754                   6.000  EA  |     925.00000       5550.00|    1000.00000       6000.00|    1200.00000        7200.00
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0390 606.79                    6.000  EA  |    2000.00000      12000.00|    1750.00000      10500.00|    1700.00000       10200.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0400 609.15                   41.000  M   |     120.00000       4920.00|    1845.00000      75645.00|      95.00000        3895.00
  SLOPED CURB TYPE 1                      |                            |                            |
0410 609.234                   2.000  EA  |     500.00000       1000.00|     600.00000       1200.00|     200.00000         400.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0420 609.31                 1896.000  M   |      15.00000      28440.00|      15.00000      28440.00|      19.00000       36024.00
  CURB TYPE 3                             |                            |                            |
0430 609.444                  18.590  M   |     100.00000       1859.00|      65.00000       1208.35|      80.00000        1487.20
  REMOVE AND RESET EXISTING CURB          |                            |                            |
0440 610.08                   70.000  M3  |      45.00000       3150.00|      75.00000       5250.00|      55.00000        3850.00
  PLAIN RIPRAP                            |                            |                            |
0450 610.18                 1085.000  M3  |      55.00000      59675.00|      45.00000      48825.00|      50.00000       54250.00
  STONE DITCH PROTECTION                  |                            |                            |
0460 613.319                4515.000  M2  |       1.75000       7901.25|       1.00000       4515.00|       3.00000       13545.00
  EROSION CONTROL BLANKET                 |                            |                            |
0470 615.07                   50.000  M3  |      55.00000       2750.00|      45.00000       2250.00|      50.00000        2500.00
  LOAM                                    |                            |                            |
0480 617.37                   30.000  M3  |      55.00000       1650.00|      50.00000       1500.00|      50.00000        1500.00
  WOODWASTE MULCH                         |                            |                            |
0490 618.1301                 10.000  UN  |      25.00000        250.00|      22.50000        225.00|      28.00000         280.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0500 618.1401                695.000  UN  |      15.00000      10425.00|      12.50000       8687.50|      20.00000       13900.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 4
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000059            |(   3  ) 000855
                                          |C P M CONSTRUCTORS          |PIKE INDUSTRIES, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 619.1201                695.000  UN  |       8.00000       5560.00|       6.50000       4517.50|       9.00000        6255.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0520 620.58                 3425.000  M2  |       1.75000       5993.75|       1.75000       5993.75|       4.35000       14898.75
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0530 626.37                    1.000  EA  |    1600.00000       1600.00|    2500.00000       2500.00|    1500.00000        1500.00
  SPECIAL FOUNDATION                      |                            |                            |
0540 627.76                           LUMP|    3250.00000       3250.00|    5000.00000       5000.00|    3000.00000        3000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0550 629.05                   75.000  HR  |      35.00000       2625.00|      35.00000       2625.00|      20.00000        1500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0560 631.12                   75.000  HR  |      95.00000       7125.00|     135.00000      10125.00|     125.00000        9375.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0570 631.14                  150.000  HR  |      95.00000      14250.00|     135.00000      20250.00|     110.00000       16500.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0580 631.172                 600.000  HR  |      40.00000      24000.00|      70.00000      42000.00|      45.00000       27000.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0590 631.18                   40.000  HR  |      40.00000       1600.00|      25.00000       1000.00|      25.00000        1000.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0600 631.20                   30.000  HR  |      45.00000       1350.00|     150.00000       4500.00|     140.00000        4200.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0610 631.22                  150.000  HR  |      80.00000      12000.00|     125.00000      18750.00|     100.00000       15000.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0620 631.32                   50.000  HR  |     300.00000      15000.00|     300.00000      15000.00|     250.00000       12500.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0630 639.19                    1.000  EA  |    9500.00000       9500.00|    7500.00000       7500.00|    8000.00000        8000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0640 643.60                           LUMP|    5500.00000       5500.00|    5000.00000       5000.00|    5000.00000        5000.00
  FLASHING BEACON AT:                     |                            |                            |
0650 643.71                           LUMP|    9000.00000       9000.00|    8000.00000       8000.00|    8000.00000        8000.00
  TRAFFIC SIGNAL MODIFICATION             |                            |                            |
0660 652.38                 3330.000  HR  |      15.00000      49950.00|      12.50000      41625.00|      18.00000       59940.00
  FLAGGER                                 |                            |                            |
0670 652.39                           LUMP|   75000.00000      75000.00|   85000.00000      85000.00|   15000.00000       15000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0680 656.75                           LUMP|   37500.00000      37500.00|   15000.00000      15000.00|   25000.00000       25000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0690 659.101                          LUMP|  302750.00000     302750.00|  265000.00000     265000.00|  143000.00000      143000.00
  MOBILIZATION                            |                            |                            |
     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 5
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000059            |(   3  ) 000855
                                          |C P M CONSTRUCTORS          |PIKE INDUSTRIES, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 660.21                 1000.000  HR  |       0.10000        100.00|       1.00000       1000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,345,912.74|             $  2,448,822.21|              $  2,542,050.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   FOAMED ASPHALT
                                          |                            |                            |
0710 309.36               108450.000  M2  |       6.25000     677812.50|       6.45000     699502.50|       7.00000      759150.00
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                            |                            |
  6 INCH DEPTH                            |                            |                            |
     SECTION TOTALS                       |             $    677,812.50|             $    699,502.50|              $    759,150.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,023,725.24|             $  3,148,324.71|              $  3,301,200.70
====================================================================================================================================
     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 6
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00
                                                           =========
====================================================================================================================================
                                          |(   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 201.11                    0.220  HA  |   17050.00000       3751.00|                            |
  CLEARING                                |                            |                            |
0020 201.23                   74.000  EA  |     260.00000      19240.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   73.000  EA  |     200.00000      14600.00|                            |
  REMOVING STUMP                          |                            |                            |
0040 202.12                   20.000  M3  |     105.00000       2100.00|                            |
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0050 202.203                 545.000  M2  |      12.00000       6540.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                 9470.000  M3  |      15.50000     146785.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0070 203.21                 1150.000  M3  |     100.00000     115000.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0080 204.41                25170.000  M2  |       2.50000      62925.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0090 211.21                13770.000  M   |      26.00000     358020.00|                            |
  INSLOPE REHABILITATION                  |                            |                            |
0100 211.30                  860.000  M   |      33.00000      28380.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0110 211.40                 2440.000  M   |      33.00000      80520.00|                            |
  NEW DITCH EXCAVATION                    |                            |                            |
0120 211.41                  210.000  M   |     131.00000      27510.00|                            |
  NEW DITCH EXCAVATION - LEDGE            |                            |                            |
0130 304.10                 8840.000  M3  |      15.00000     132600.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 304.103                 700.000  M3  |      15.00000      10500.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0150 403.209                 400.000  MG  |      95.00000      38000.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0160 403.210                9284.000  MG  |      41.85000     388535.40|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0170 403.213               10319.000  MG  |      41.60000     429270.40|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0180 409.15                18020.000  L   |       1.05000      18921.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 7
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 411.10                  122.000  M3  |      48.00000       5856.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0200 603.16                  225.000  M   |     156.00000      35100.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.169                  33.048  M   |     156.00000       5155.49|                            |
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.17                  295.000  M   |     176.00000      51920.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.179                 230.000  M   |     176.00000      40480.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.19                   25.000  M   |     286.00000       7150.00|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0250 603.199                  22.500  M   |     286.00000       6435.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.34                   17.800  M   |     650.00000      11570.00|                            |
  1050 MM SPAN 725 MM RISE PIPE ARCH      |                            |                            |
0270 604.092                   2.000  EA  |    3300.00000       6600.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0280 604.161                   1.000  EA  |    2000.00000       2000.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0290 604.182                   5.000  EA  |     250.00000       1250.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0300 605.09                  100.000  M   |     111.00000      11100.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0310 605.10                   15.000  M   |     243.00000       3645.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0320 606.17                  194.300  M   |      36.00000       6994.80|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0330 606.21                   26.670  M   |      39.00000       1040.13|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0340 606.22                   26.670  M   |      39.00000       1040.13|                            |
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0350 606.265                   4.000  EA  |      50.00000        200.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0360 606.35                   13.000  EA  |      25.00000        325.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0370 606.47                   18.000  EA  |      35.00000        630.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0380 606.754                   6.000  EA  |    1250.00000       7500.00|                            |
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 8
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.79                    6.000  EA  |    1900.00000      11400.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0400 609.15                   41.000  M   |      66.00000       2706.00|                            |
  SLOPED CURB TYPE 1                      |                            |                            |
0410 609.234                   2.000  EA  |     193.00000        386.00|                            |
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0420 609.31                 1896.000  M   |      10.00000      18960.00|                            |
  CURB TYPE 3                             |                            |                            |
0430 609.444                  18.590  M   |     131.00000       2435.29|                            |
  REMOVE AND RESET EXISTING CURB          |                            |                            |
0440 610.08                   70.000  M3  |      50.00000       3500.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0450 610.18                 1085.000  M3  |      69.00000      74865.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0460 613.319                4515.000  M2  |       3.00000      13545.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0470 615.07                   50.000  M3  |     175.00000       8750.00|                            |
  LOAM                                    |                            |                            |
0480 617.37                   30.000  M3  |      75.00000       2250.00|                            |
  WOODWASTE MULCH                         |                            |                            |
0490 618.1301                 10.000  UN  |      20.50000        205.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0500 618.1401                695.000  UN  |      14.00000       9730.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0510 619.1201                695.000  UN  |       6.50000       4517.50|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0520 620.58                 3425.000  M2  |       1.00000       3425.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0530 626.37                    1.000  EA  |    1500.00000       1500.00|                            |
  SPECIAL FOUNDATION                      |                            |                            |
0540 627.76                           LUMP|   15000.00000      15000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0550 629.05                   75.000  HR  |      40.00000       3000.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0560 631.12                   75.000  HR  |     105.00000       7875.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0570 631.14                  150.000  HR  |     100.00000      15000.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0580 631.172                 600.000  HR  |      60.00000      36000.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 08/27/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/27/03
                                                                                                                   PAGE : 9
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010211.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 631.18                   40.000  HR  |      50.00000       2000.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0600 631.20                   30.000  HR  |     100.00000       3000.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0610 631.22                  150.000  HR  |      75.00000      11250.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0620 631.32                   50.000  HR  |     120.00000       6000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0630 639.19                    1.000  EA  |   30000.00000      30000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0640 643.60                           LUMP|    9500.00000       9500.00|                            |
  FLASHING BEACON AT:                     |                            |                            |
0650 643.71                           LUMP|    7900.00000       7900.00|                            |
  TRAFFIC SIGNAL MODIFICATION             |                            |                            |
0660 652.38                 3330.000  HR  |      12.00000      39960.00|                            |
  FLAGGER                                 |                            |                            |
0670 652.39                           LUMP|   54000.00000      54000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0680 656.75                           LUMP|  125000.00000     125000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0690 659.101                          LUMP|  163900.00000     163900.00|                            |
  MOBILIZATION                            |                            |                            |
0700 660.21                 1000.000  HR  |      27.00000      27000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,803,749.14|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   FOAMED ASPHALT
                                          |                            |                            |
0710 309.36               108450.000  M2  |       6.98000     756981.00|                            |
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                            |                            |
  6 INCH DEPTH                            |                            |                            |
     SECTION TOTALS                       |             $    756,981.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,560,730.14|             $          0.00|              $
====================================================================================================================================