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     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 1
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40                                     COMPLETION DATE : 06/30/06
                                                           =========
   PROJECT(S):  NH-3513(40)             LOCATION(S): Livermore                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LIVERMORE, HIGHWAY RECONSTRUCTION                                             NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000241         E L VINING & SON INC.                                                  $  3,717,673.00     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $  4,166,317.27     112.0679%
   3   000855         BRIDGECORP                                                             $  4,314,374.78     116.0504%
   4   000403         PRATT & SONS INC.                                                      $  4,368,948.20     117.5184%
   5   001094         K & K EXCAVATION, INC.                                                 $  4,531,490.62     121.8905%
   6   000036         H E SARGENT, INC.                                                      $  5,352,457.10     143.9733%
====================================================================================================================================
                                          |(   1  ) 000241             |(   2  ) 000164             |(   3  ) 000855
                                          |E L VINING & SON INC.       |C P M CONSTRUCTORS          |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                    2.260  HA  |    8500.00000      19210.00|   15000.00000      33900.00|   15000.00000       33900.00
  CLEARING                                |                            |                            |
0020 201.23                   13.000  EA  |     400.00000       5200.00|     500.00000       6500.00|     450.00000        5850.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   10.000  EA  |     140.00000       1400.00|     375.00000       3750.00|     250.00000        2500.00
  REMOVING STUMP                          |                            |                            |
0040 202.15                    1.000  EA  |     600.00000        600.00|     350.00000        350.00|     466.00000         466.00
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0050 202.203                 520.000  M2  |      24.12000      12542.40|      27.50000      14300.00|      24.00000       12480.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.21                  200.000  M3  |     100.00000      20000.00|     120.00000      24000.00|      75.00000       15000.00
  ROCK EXCAVATION                         |                            |                            |
0070 203.24                 1200.000  M3  |       8.75000      10500.00|      15.00000      18000.00|      13.50000       16200.00
  COMMON BORROW                           |                            |                            |
0080 203.247                 550.000  MG  |     100.00000      55000.00|     125.00000      68750.00|     125.00000       68750.00
  LIGHTWEIGHT FILL - EXPANDED SHALE       |                            |                            |
0090 203.25                 1100.000  M3  |      20.00000      22000.00|      20.00000      22000.00|      17.50000       19250.00
  GRANULAR BORROW                         |                            |                            |
0100 206.061                 400.000  M3  |      15.00000       6000.00|      20.00000       8000.00|      22.50000        9000.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 2
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000164            |(   3  ) 000855
                                          |E L VINING & SON INC.       |C P M CONSTRUCTORS          |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.30                   50.000  M   |       4.00000        200.00|      18.00000        900.00|      25.00000        1250.00
  DITCH EXCAVATION                        |                            |                            |
0120 403.209                 260.000  MG  |     115.74000      30092.40|     115.74000      30092.40|     115.75000       30095.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.211                 150.000  MG  |      66.72000      10008.00|      66.72000      10008.00|      66.75000       10012.50
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0140 409.15                  200.000  L   |       2.75000        550.00|       4.00000        800.00|       2.75000         550.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 534.71                  100.000  LS  |  125575.00000     125575.00|  115000.00000     115000.00|  185000.00000      185000.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0160 601.22                   57.000  M3  |     170.00000       9690.00|     350.00000      19950.00|     150.00000        8550.00
  GABIONS, PVC COATED                     |                            |                            |
0170 603.16                  223.000  M   |      75.00000      16725.00|      90.00000      20070.00|      65.00000       14495.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0180 603.17                   24.000  M   |     100.00000       2400.00|     150.00000       3600.00|     185.00000        4440.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.179                 131.200  M   |     180.00000      23616.00|     250.00000      32800.00|     190.00000       24928.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.18                   20.000  M   |     115.00000       2300.00|     190.00000       3800.00|     235.00000        4700.00
  525 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.199                  42.000  M   |     187.00000       7854.00|     270.00000      11340.00|     250.00000       10500.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.20                   16.000  M   |     190.00000       3040.00|     200.00000       3200.00|     220.00000        3520.00
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.21                   12.000  M   |     180.00000       2160.00|     210.00000       2520.00|     325.00000        3900.00
  900 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.219                 122.000  M   |     187.00000      22814.00|     280.00000      34160.00|     325.00000       39650.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0250 604.092                  29.000  EA  |    1500.00000      43500.00|    2000.00000      58000.00|    1850.00000       53650.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0260 604.242                   2.000  EA  |    1000.00000       2000.00|    1100.00000       2200.00|     100.00000         200.00
  CATCH BASIN TYPE F3                     |                            |                            |
0270 605.09                  977.500  M   |      48.00000      46920.00|      70.00000      68425.00|      58.50000       57183.75
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0280 605.10                   21.000  M   |      50.00000       1050.00|      70.00000       1470.00|      45.50000         955.50
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0290 605.11                  641.000  M   |      93.00000      59613.00|      80.00000      51280.00|      78.75000       50478.75
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0300 605.12                  791.000  M   |     110.00000      87010.00|      85.00000      67235.00|      90.00000       71190.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 3
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000164            |(   3  ) 000855
                                          |E L VINING & SON INC.       |C P M CONSTRUCTORS          |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 605.13                  272.000  M   |     143.50000      39032.00|      90.00000      24480.00|     108.50000       29512.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0320 605.14                  327.000  M   |     168.00000      54936.00|      95.00000      31065.00|     145.00000       47415.00
  525 MM UNDERDRAIN TYPE C                |                            |                            |
0330 606.17                  802.000  M   |      49.25000      39498.50|      50.00000      40100.00|      55.00000       44110.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0340 606.21                   45.720  M   |      55.80000       2551.18|      57.50000       2628.90|      62.75000        2868.93
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0350 606.265                   6.000  EA  |      60.00000        360.00|      65.00000        390.00|      67.50000         405.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0360 606.35                   21.000  EA  |      50.00000       1050.00|      55.00000       1155.00|      56.25000        1181.25
  GUARDRAIL DELINEATOR POST               |                            |                            |
0370 606.363                 190.000  M   |       8.20000       1558.00|      10.00000       1900.00|       9.25000        1757.50
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0380 606.47                   50.000  EA  |      70.00000       3500.00|      75.00000       3750.00|      78.75000        3937.50
  SINGLE WOOD POST                        |                            |                            |
0390 606.79                    9.000  EA  |    1600.00000      14400.00|    1750.00000      15750.00|    1800.00000       16200.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0400 609.31                 2690.000  M   |      11.48000      30881.20|      15.00000      40350.00|      17.50000       47075.00
  CURB TYPE 3                             |                            |                            |
0410 610.08                  170.000  M3  |      45.00000       7650.00|      70.00000      11900.00|      75.00000       12750.00
  PLAIN RIPRAP                            |                            |                            |
0420 610.18                   50.000  M3  |      35.00000       1750.00|      50.00000       2500.00|      75.00000        3750.00
  STONE DITCH PROTECTION                  |                            |                            |
0430 612.06                  450.000  M2  |       3.54000       1593.00|       4.00000       1800.00|       4.00000        1800.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0440 613.319                1500.000  M2  |       1.85000       2775.00|       2.00000       3000.00|       1.00000        1500.00
  EROSION CONTROL BLANKET                 |                            |                            |
0450 615.07                 3500.000  M3  |      25.00000      87500.00|      40.00000     140000.00|      20.00000       70000.00
  LOAM                                    |                            |                            |
0460 616.08                  100.000  M2  |       4.50000        450.00|       4.75000        475.00|       5.00000         500.00
  SODDING                                 |                            |                            |
0470 618.1301                145.000  UN  |      15.00000       2175.00|      13.00000       1885.00|      13.75000        1993.75
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0480 618.1401                603.000  UN  |      11.00000       6633.00|      13.00000       7839.00|      13.75000        8291.25
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0490 618.1411                 12.000  UN  |      35.00000        420.00|      35.00000        420.00|      36.00000         432.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0500 619.1201                760.000  UN  |       7.00000       5320.00|      12.00000       9120.00|       6.85000        5206.00
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 4
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000164            |(   3  ) 000855
                                          |E L VINING & SON INC.       |C P M CONSTRUCTORS          |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 619.1401               1050.000  M3  |      32.00000      33600.00|      55.00000      57750.00|      35.00000       36750.00
  EROSION CONTROL MIX                     |                            |                            |
0520 620.54                 2750.000  M2  |       2.00000       5500.00|       1.50000       4125.00|       1.75000        4812.50
  STABILIZATION GEOTEXTILE                |                            |                            |
0530 620.58                  200.000  M2  |       1.60000        320.00|       2.00000        400.00|       1.75000         350.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0540 620.60                 1030.000  M2  |       2.00000       2060.00|       1.75000       1802.50|       2.00000        2060.00
  REINFORCEMENT GEOTEXTILE                |                            |                            |
0550 627.711               15335.000  M   |       0.41000       6287.35|       0.35000       5367.25|       0.37000        5673.95
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0560 627.75                   20.000  M2  |      26.90000        538.00|      13.00000        260.00|      14.00000         280.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0570 627.76                           LUMP|    6500.00000       6500.00|    3500.00000       3500.00|    7500.00000        7500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0580 629.05                  100.000  HR  |      25.00000       2500.00|      30.00000       3000.00|      45.00000        4500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0590 631.10                   20.000  HR  |      40.00000        800.00|      45.00000        900.00|      60.00000        1200.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0600 631.11                   20.000  HR  |      30.00000        600.00|      45.00000        900.00|      60.00000        1200.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0610 631.12                  100.000  HR  |     100.00000      10000.00|     110.00000      11000.00|     135.00000       13500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0620 631.131                  20.000  HR  |      80.00000       1600.00|      85.00000       1700.00|     110.00000        2200.00
  SMALL BULLDOZER-GRADER (INCLUDING       |                            |                            |
  OPERATOR)                               |                            |                            |
0630 631.14                   20.000  HR  |      90.00000       1800.00|     135.00000       2700.00|     135.00000        2700.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0640 631.172                 100.000  HR  |      40.00000       4000.00|      55.00000       5500.00|      65.00000        6500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0650 631.18                   10.000  HR  |      30.00000        300.00|      45.00000        450.00|      75.00000         750.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0660 631.20                   10.000  HR  |     125.00000       1250.00|     150.00000       1500.00|     250.00000        2500.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0670 631.22                   50.000  HR  |      80.00000       4000.00|      85.00000       4250.00|     125.00000        6250.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0680 631.28                   10.000  HR  |     120.00000       1200.00|      75.00000        750.00|     150.00000        1500.00
  BRUSH CHIPPER (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 5
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000164            |(   3  ) 000855
                                          |E L VINING & SON INC.       |C P M CONSTRUCTORS          |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 637.071                          LUMP|   25050.00000      25050.00|   25000.00000      25000.00|   25000.00000       25000.00
  DUST CONTROL                            |                            |                            |
0700 639.18                    1.000  EA  |   10150.00000      10150.00|   17500.00000      17500.00|    8250.00000        8250.00
  FIELD OFFICE TYPE A                     |                            |                            |
0710 643.72                           LUMP|    5000.00000       5000.00|   20000.00000      20000.00|    5000.00000        5000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0720 652.31                   20.000  EA  |      80.00000       1600.00|      65.00000       1300.00|      75.00000        1500.00
  TYPE I BARRICADE                        |                            |                            |
0730 652.311                  10.000  EA  |      65.00000        650.00|      65.00000        650.00|      50.00000         500.00
  TYPE II BARRICADE                       |                            |                            |
0740 652.33                   80.000  EA  |      50.00000       4000.00|      55.00000       4400.00|      55.00000        4400.00
  DRUM                                    |                            |                            |
0750 652.34                   70.000  EA  |      15.00000       1050.00|      17.00000       1190.00|      15.00000        1050.00
  CONE                                    |                            |                            |
0760 652.35                   76.000  M2  |      60.00000       4560.00|      70.00000       5320.00|      90.00000        6840.00
  CONSTRUCTION SIGNS                      |                            |                            |
0770 652.361                 230.000  LS  |   10000.00000      10000.00|   25000.00000      25000.00|   80000.00000       80000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0780 652.38                 4000.000  HR  |      14.50000      58000.00|      17.00000      68000.00|      17.50000       70000.00
  FLAGGER                                 |                            |                            |
0790 656.75                           LUMP|   56500.00000      56500.00|   30000.00000      30000.00|   22800.00000       22800.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0800 657.24                   30.000  UN  |      10.00000        300.00|      17.00000        510.00|      15.00000         450.00
  SEEDING PITS                            |                            |                            |
0810 658.20                  150.000  M2  |      14.16000       2124.00|      15.00000       2250.00|      16.50000        2475.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0820 659.10                           LUMP|  324827.95000     324827.95|  375000.00000     375000.00|  425000.00000      425000.00
  MOBILIZATION                            |                            |                            |
0830 660.21                 3000.000  HR  |       1.00000       3000.00|       0.10000        300.00|       1.00000        3000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,543,269.98|             $  1,759,183.05|              $  1,815,821.13
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   PAVEMENT  ALTERNATE 1
                                          |                            |                            |
0840 203.20                42938.000  M3  |                            |                            |
  COMMON EXCAVATION                       |                            |                            |
0850 304.10                47653.000  M3  |                            |                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0860 310.23                36000.000  M2  |                            |                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  75 MM DEPTH                             |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 6
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000164            |(   3  ) 000855
                                          |E L VINING & SON INC.       |C P M CONSTRUCTORS          |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 403.207                6470.000  MG  |                            |                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0880 403.210                4305.000  MG  |                            |                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0890 403.213                6455.000  MG  |                            |                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   PAVEMENT ALTERNATE 2
                                          |                            |                            |
0910 203.20                55188.000  M3  |       8.85000     488413.80|      10.00000     551880.00|
  COMMON EXCAVATION                       |                            |                            |
0920 304.08                24056.000  M3  |      18.00000     433008.00|      22.00000     529232.00|
  AGGREGATE BASE COURSE - SCREENED        |                            |                            |
0930 304.10                24347.000  M3  |      17.00000     413899.00|      20.00000     486940.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0940 403.207                6606.000  MG  |      45.67000     301696.02|      45.67000     301696.02|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0950 403.208                5126.000  MG  |      48.92000     250763.92|      48.92000     250763.92|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0960 403.213                5859.000  MG  |      48.92000     286622.28|      48.92000     286622.28|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     SECTION TOTALS                       |             $  2,174,403.02|             $  2,407,134.22|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   PAVEMENT ALTERNATE 3
                                          |                            |                            |
0980 203.20                47778.000  M3  |                            |                            |      10.00000      477780.00
  COMMON EXCAVATION                       |                            |                            |
0990 304.10                44419.000  M3  |                            |                            |      22.35000      992764.65
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1000 403.207               10944.000  MG  |                            |                            |      44.75000      489744.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
1010 403.208                5126.000  MG  |                            |                            |      49.00000      251174.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
1020 403.213                5859.000  MG  |                            |                            |      49.00000      287091.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $          0.00|              $  2,498,553.65
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,717,673.00|             $  4,166,317.27|              $  4,314,374.78
====================================================================================================================================
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 7
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(   5   ) 001094            |(   6  ) 000036
                                          |PRATT & SONS INC.           |K & K EXCAVATION, INC.      |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                    2.260  HA  |   12000.00000      27120.00|   10000.00000      22600.00|   25000.00000       56500.00
  CLEARING                                |                            |                            |
0020 201.23                   13.000  EA  |     800.00000      10400.00|     500.00000       6500.00|     300.00000        3900.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   10.000  EA  |     275.00000       2750.00|     250.00000       2500.00|     175.00000        1750.00
  REMOVING STUMP                          |                            |                            |
0040 202.15                    1.000  EA  |     300.00000        300.00|     500.00000        500.00|     550.00000         550.00
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0050 202.203                 520.000  M2  |      28.00000      14560.00|      24.00000      12480.00|      29.00000       15080.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.21                  200.000  M3  |     120.00000      24000.00|     125.00000      25000.00|     100.00000       20000.00
  ROCK EXCAVATION                         |                            |                            |
0070 203.24                 1200.000  M3  |      21.60000      25920.00|      20.00000      24000.00|       8.00000        9600.00
  COMMON BORROW                           |                            |                            |
0080 203.247                 550.000  MG  |     130.00000      71500.00|     200.00000     110000.00|     250.00000      137500.00
  LIGHTWEIGHT FILL - EXPANDED SHALE       |                            |                            |
0090 203.25                 1100.000  M3  |      21.60000      23760.00|      16.00000      17600.00|      33.00000       36300.00
  GRANULAR BORROW                         |                            |                            |
0100 206.061                 400.000  M3  |      35.00000      14000.00|      25.00000      10000.00|      16.00000        6400.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0110 211.30                   50.000  M   |      12.00000        600.00|      20.00000       1000.00|      40.00000        2000.00
  DITCH EXCAVATION                        |                            |                            |
0120 403.209                 260.000  MG  |     115.74000      30092.40|     130.00000      33800.00|     116.00000       30160.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.211                 150.000  MG  |      66.72000      10008.00|      71.00000      10650.00|      67.00000       10050.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0140 409.15                  200.000  L   |       3.00000        600.00|       1.50000        300.00|       3.00000         600.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 534.71                  100.000  LS  |  125000.00000     125000.00|  165000.00000     165000.00|  205500.00000      205500.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0160 601.22                   57.000  M3  |     260.00000      14820.00|     250.00000      14250.00|     450.00000       25650.00
  GABIONS, PVC COATED                     |                            |                            |
0170 603.16                  223.000  M   |      65.00000      14495.00|      90.00000      20070.00|      92.00000       20516.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0180 603.17                   24.000  M   |      75.00000       1800.00|     113.00000       2712.00|     110.00000        2640.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.179                 131.200  M   |     205.00000      26896.00|     150.00000      19680.00|     182.00000       23878.40
  450 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 8
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(   5   ) 001094            |(   6  ) 000036
                                          |PRATT & SONS INC.           |K & K EXCAVATION, INC.      |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 603.18                   20.000  M   |     100.00000       2000.00|     225.00000       4500.00|     155.00000        3100.00
  525 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.199                  42.000  M   |     300.00000      12600.00|     230.00000       9660.00|     250.00000       10500.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.20                   16.000  M   |     125.00000       2000.00|     225.00000       3600.00|     270.00000        4320.00
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.21                   12.000  M   |     155.00000       1860.00|     200.00000       2400.00|     330.00000        3960.00
  900 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.219                 122.000  M   |     385.00000      46970.00|     350.00000      42700.00|     380.00000       46360.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0250 604.092                  29.000  EA  |    2600.00000      75400.00|    1500.00000      43500.00|    3200.00000       92800.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0260 604.242                   2.000  EA  |    1800.00000       3600.00|    1200.00000       2400.00|    1500.00000        3000.00
  CATCH BASIN TYPE F3                     |                            |                            |
0270 605.09                  977.500  M   |      85.00000      83087.50|      64.00000      62560.00|     111.00000      108502.50
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0280 605.10                   21.000  M   |      95.00000       1995.00|      75.00000       1575.00|     111.00000        2331.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0290 605.11                  641.000  M   |     105.00000      67305.00|     100.00000      64100.00|     140.00000       89740.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0300 605.12                  791.000  M   |     115.00000      90965.00|     100.00000      79100.00|     180.00000      142380.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0310 605.13                  272.000  M   |     125.00000      34000.00|     120.00000      32640.00|     210.00000       57120.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0320 605.14                  327.000  M   |     140.00000      45780.00|     150.00000      49050.00|     245.00000       80115.00
  525 MM UNDERDRAIN TYPE C                |                            |                            |
0330 606.17                  802.000  M   |      56.00000      44912.00|      45.72000      36667.44|      50.00000       40100.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0340 606.21                   45.720  M   |      65.00000       2971.80|      55.80000       2551.18|      60.00000        2743.20
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0350 606.265                   6.000  EA  |      68.00000        408.00|      75.00000        450.00|      40.00000         240.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0360 606.35                   21.000  EA  |      60.00000       1260.00|      50.00000       1050.00|      30.00000         630.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0370 606.363                 190.000  M   |      10.00000       1900.00|       8.20000       1558.00|      10.00000        1900.00
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0380 606.47                   50.000  EA  |      80.00000       4000.00|      70.00000       3500.00|      20.00000        1000.00
  SINGLE WOOD POST                        |                            |                            |
0390 606.79                    9.000  EA  |    1850.00000      16650.00|    1600.00000      14400.00|    1900.00000       17100.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 9
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(   5   ) 001094            |(   6  ) 000036
                                          |PRATT & SONS INC.           |K & K EXCAVATION, INC.      |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 609.31                 2690.000  M   |      21.00000      56490.00|      18.00000      48420.00|      12.00000       32280.00
  CURB TYPE 3                             |                            |                            |
0410 610.08                  170.000  M3  |      75.00000      12750.00|      60.00000      10200.00|      45.00000        7650.00
  PLAIN RIPRAP                            |                            |                            |
0420 610.18                   50.000  M3  |      75.00000       3750.00|      60.00000       3000.00|      78.50000        3925.00
  STONE DITCH PROTECTION                  |                            |                            |
0430 612.06                  450.000  M2  |       4.00000       1800.00|       8.60000       3870.00|       4.00000        1800.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0440 613.319                1500.000  M2  |       2.30000       3450.00|       2.85000       4275.00|       2.50000        3750.00
  EROSION CONTROL BLANKET                 |                            |                            |
0450 615.07                 3500.000  M3  |      37.00000     129500.00|      35.00000     122500.00|      38.00000      133000.00
  LOAM                                    |                            |                            |
0460 616.08                  100.000  M2  |       6.00000        600.00|      21.00000       2100.00|       6.00000         600.00
  SODDING                                 |                            |                            |
0470 618.1301                145.000  UN  |      14.00000       2030.00|      20.00000       2900.00|      15.00000        2175.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0480 618.1401                603.000  UN  |      14.00000       8442.00|      15.00000       9045.00|      11.00000        6633.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0490 618.1411                 12.000  UN  |      40.00000        480.00|      25.00000        300.00|      35.00000         420.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0500 619.1201                760.000  UN  |       7.00000       5320.00|       7.00000       5320.00|       7.00000        5320.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0510 619.1401               1050.000  M3  |      40.00000      42000.00|      50.00000      52500.00|      70.00000       73500.00
  EROSION CONTROL MIX                     |                            |                            |
0520 620.54                 2750.000  M2  |       2.30000       6325.00|       3.50000       9625.00|       6.50000       17875.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0530 620.58                  200.000  M2  |       2.60000        520.00|       4.50000        900.00|       4.00000         800.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0540 620.60                 1030.000  M2  |       2.30000       2369.00|       5.00000       5150.00|       5.00000        5150.00
  REINFORCEMENT GEOTEXTILE                |                            |                            |
0550 627.711               15335.000  M   |       0.50000       7667.50|       0.80000      12268.00|       0.35000        5367.25
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0560 627.75                   20.000  M2  |      35.00000        700.00|      32.00000        640.00|      12.50000         250.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0570 627.76                           LUMP|    9500.00000       9500.00|    7000.00000       7000.00|    6500.00000        6500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0580 629.05                  100.000  HR  |      36.00000       3600.00|      25.00000       2500.00|     100.00000       10000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 10
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(   5   ) 001094            |(   6  ) 000036
                                          |PRATT & SONS INC.           |K & K EXCAVATION, INC.      |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 631.10                   20.000  HR  |      38.00000        760.00|      40.00000        800.00|     115.00000        2300.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0600 631.11                   20.000  HR  |      38.00000        760.00|      40.00000        800.00|      60.00000        1200.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0610 631.12                  100.000  HR  |     110.00000      11000.00|      95.00000       9500.00|     150.00000       15000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0620 631.131                  20.000  HR  |     185.00000       3700.00|     105.00000       2100.00|     150.00000        3000.00
  SMALL BULLDOZER-GRADER (INCLUDING       |                            |                            |
  OPERATOR)                               |                            |                            |
0630 631.14                   20.000  HR  |     185.00000       3700.00|     100.00000       2000.00|     150.00000        3000.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0640 631.172                 100.000  HR  |      47.00000       4700.00|      47.00000       4700.00|     125.00000       12500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0650 631.18                   10.000  HR  |      38.00000        380.00|      40.00000        400.00|      75.00000         750.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0660 631.20                   10.000  HR  |     110.00000       1100.00|     110.00000       1100.00|     150.00000        1500.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0670 631.22                   50.000  HR  |      90.00000       4500.00|      76.00000       3800.00|     200.00000       10000.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0680 631.28                   10.000  HR  |      80.00000        800.00|      84.00000        840.00|     150.00000        1500.00
  BRUSH CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0690 637.071                          LUMP|   15000.00000      15000.00|   15000.00000      15000.00|   20000.00000       20000.00
  DUST CONTROL                            |                            |                            |
0700 639.18                    1.000  EA  |   18000.00000      18000.00|   14000.00000      14000.00|    9800.00000        9800.00
  FIELD OFFICE TYPE A                     |                            |                            |
0710 643.72                           LUMP|    6000.00000       6000.00|   28000.00000      28000.00|   17000.00000       17000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0720 652.31                   20.000  EA  |      65.00000       1300.00|      52.00000       1040.00|     150.00000        3000.00
  TYPE I BARRICADE                        |                            |                            |
0730 652.311                  10.000  EA  |      65.00000        650.00|      58.00000        580.00|     200.00000        2000.00
  TYPE II BARRICADE                       |                            |                            |
0740 652.33                   80.000  EA  |      75.00000       6000.00|      49.00000       3920.00|      65.00000        5200.00
  DRUM                                    |                            |                            |
0750 652.34                   70.000  EA  |      19.00000       1330.00|      20.00000       1400.00|      21.00000        1470.00
  CONE                                    |                            |                            |
0760 652.35                   76.000  M2  |     115.00000       8740.00|      90.00000       6840.00|     205.00000       15580.00
  CONSTRUCTION SIGNS                      |                            |                            |
0770 652.361                 230.000  LS  |    9500.00000       9500.00|   10000.00000      10000.00|   89000.00000       89000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0780 652.38                 4000.000  HR  |      14.50000      58000.00|      14.50000      58000.00|      15.00000       60000.00
  FLAGGER                                 |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 11
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(   5   ) 001094            |(   6  ) 000036
                                          |PRATT & SONS INC.           |K & K EXCAVATION, INC.      |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0790 656.75                           LUMP|   20000.00000      20000.00|   30000.00000      30000.00|  120000.00000      120000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0800 657.24                   30.000  UN  |       6.00000        180.00|      10.00000        300.00|      10.00000         300.00
  SEEDING PITS                            |                            |                            |
0810 658.20                  150.000  M2  |      15.00000       2250.00|      20.00000       3000.00|      14.50000        2175.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0820 659.10                           LUMP|  425000.00000     425000.00|  230000.00000     230000.00|  396500.00000      396500.00
  MOBILIZATION                            |                            |                            |
0830 660.21                 3000.000  HR  |       2.00000       6000.00|       2.00000       6000.00|       1.70000        5100.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,884,929.20|             $  1,693,236.62|              $  2,431,386.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   PAVEMENT  ALTERNATE 1
                                          |                            |                            |
0840 203.20                42938.000  M3  |                            |      10.00000     429380.00|
  COMMON EXCAVATION                       |                            |                            |
0850 304.10                47653.000  M3  |                            |      23.00000    1096019.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0860 310.23                36000.000  M2  |                            |      12.00000     432000.00|
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  75 MM DEPTH                             |                            |                            |
0870 403.207                6470.000  MG  |                            |      49.00000     317030.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0880 403.210                4305.000  MG  |                            |      53.00000     228165.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0890 403.213                6455.000  MG  |                            |      52.00000     335660.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $  2,838,254.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   PAVEMENT ALTERNATE 2
                                          |                            |                            |
0910 203.20                55188.000  M3  |                            |                            |      15.00000      827820.00
  COMMON EXCAVATION                       |                            |                            |
0920 304.08                24056.000  M3  |                            |                            |      24.00000      577344.00
  AGGREGATE BASE COURSE - SCREENED        |                            |                            |
0930 304.10                24347.000  M3  |                            |                            |      23.00000      559981.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0940 403.207                6606.000  MG  |                            |                            |      52.00000      343512.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0950 403.208                5126.000  MG  |                            |                            |      55.75000      285774.50
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
     LETTING DATE : 10/20/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/20/04
                                                                                                                   PAGE : 12
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 003513.40
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(   5   ) 001094            |(   6  ) 000036
                                          |PRATT & SONS INC.           |K & K EXCAVATION, INC.      |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0960 403.213                5859.000  MG  |                            |                            |      55.75000      326639.25
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $          0.00|              $  2,921,070.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   PAVEMENT ALTERNATE 3
                                          |                            |                            |
0980 203.20                47778.000  M3  |      10.40000     496891.20|                            |
  COMMON EXCAVATION                       |                            |                            |
0990 304.10                44419.000  M3  |      21.60000     959450.40|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1000 403.207               10944.000  MG  |      44.80000     490291.20|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
1010 403.208                5126.000  MG  |      48.92000     250763.92|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
1020 403.213                5859.000  MG  |      48.92000     286622.28|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     SECTION TOTALS                       |             $  2,484,019.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  4,368,948.20|             $  4,531,490.62|              $  5,352,457.10
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