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     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : SKOWHEGAN                               TABULATION OF BIDS
                                            CONTRACT ID : 005741.00                                     COMPLETION DATE : 11/15/02
                                                          =========
   PROJECT(S):  STP-6829-5741(00)X      COUNTIE(S) : SOMERSET                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                     $    529,451.00     100.0000%
   2   000272         A & V CONSTRUCTION, CORP.                                              $    592,645.00     111.9358%
   3   000014         FARRIN BROS. & SMITH, INC.                                             $    633,333.33     119.6208%
   4   000024         LEE BROTHERS INC.                                                      $    757,725.60     143.1153%
   5   000855         BRIDGECORP                                                             $    776,831.20     146.7239%
====================================================================================================================================
                                          |(   1  ) 000164             |(   2  ) 000272             |(   3  ) 000014
                                          |C P M CONSTRUCTORS          |A & V CONSTRUCTION, CORP.   |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.24                    1.000  EA  |     100.00000        100.00|     380.00000        380.00|     500.00000         500.00
  REMOVING STUMP                          |                            |                            |
0020 203.20                 1595.000  M3  |       9.00000      14355.00|       9.00000      14355.00|      15.00000       23925.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.25                   50.000  M3  |      15.00000        750.00|      25.00000       1250.00|      20.00000        1000.00
  GRANULAR BORROW                         |                            |                            |
0040 304.10                 1020.000  M3  |      20.00000      20400.00|      22.00000      22440.00|      21.00000       21420.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0050 307.32                 7100.000  M2  |       2.50000      17750.00|       3.50000      24850.00|       3.50000       24850.00
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0060 403.207                1225.000  MG  |      37.00000      45325.00|      38.00000      46550.00|      37.00000       45325.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0070 403.208                1060.000  MG  |      38.00000      40280.00|      39.00000      41340.00|      38.00000       40280.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.209                  95.000  MG  |      90.00000       8550.00|      95.00000       9025.00|      90.00000        8550.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.213                 890.000  MG  |      38.00000      33820.00|      39.00000      34710.00|      38.00000       33820.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0100 409.15                 1640.000  L   |       1.00000       1640.00|       1.00000       1640.00|       1.00000        1640.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : SKOWHEGAN                               TABULATION OF BIDS
                                            CONTRACT ID : 005741.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000272            |(   3  ) 000014
                                          |C P M CONSTRUCTORS          |A & V CONSTRUCTION, CORP.   |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.15                   68.200  M   |     100.00000       6820.00|      49.00000       3341.80|     140.00000        9548.00
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0120 603.159                   9.100  M   |     175.00000       1592.50|     150.00000       1365.00|     185.00000        1683.50
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0130 603.169                   8.400  M   |     180.00000       1512.00|     260.00000       2184.00|     190.00000        1596.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0140 603.179                   8.400  M   |     200.00000       1680.00|     300.00000       2520.00|     195.00000        1638.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.19                  115.800  M   |     205.00000      23739.00|      97.00000      11232.60|     150.00000       17370.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.76                    2.000  EA  |     150.00000        300.00|     200.00000        400.00|     500.00000        1000.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0170 604.092                  18.400  EA  |    1800.00000      33120.00|    1800.00000      33120.00|    2500.00000       46000.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0180 604.244                   2.000  EA  |    1100.00000       2200.00|    1400.00000       2800.00|    1500.00000        3000.00
  CATCH BASIN TYPE F4                     |                            |                            |
0190 604.246                   1.000  EA  |    1200.00000       1200.00|    1400.00000       1400.00|    1500.00000        1500.00
  CATCH BASIN TYPE F5                     |                            |                            |
0200 604.248                   1.000  EA  |    1400.00000       1400.00|    1500.00000       1500.00|    1500.00000        1500.00
  CATCH BASIN TYPE F6                     |                            |                            |
0210 605.09                  215.900  M   |      75.00000      16192.50|      74.00000      15976.60|     142.00000       30657.80
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0220 605.11                  376.800  M   |      95.00000      35796.00|     120.00000      45216.00|     145.00000       54636.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0230 605.12                  298.400  M   |     100.00000      29840.00|     130.00000      38792.00|     152.00000       45356.80
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0240 605.13                  160.600  M   |     110.00000      17666.00|     140.00000      22484.00|     155.00000       24893.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0250 605.15                  343.200  M   |     140.00000      48048.00|     150.00000      51480.00|     165.00000       56628.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0260 609.31                 1115.000  M   |      12.00000      13380.00|      14.00000      15610.00|      13.00000       14495.00
  CURB TYPE 3                             |                            |                            |
0270 610.08                    4.000  M3  |     150.00000        600.00|      66.00000        264.00|      60.00000         240.00
  PLAIN RIPRAP                            |                            |                            |
0280 615.07                  215.000  M3  |      45.00000       9675.00|      30.00000       6450.00|      30.00000        6450.00
  LOAM                                    |                            |                            |
0290 618.1301                 21.000  UN  |      38.00000        798.00|      44.00000        924.00|      38.00000         798.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0300 618.1401                  7.000  UN  |      28.00000        196.00|      23.00000        161.00|      28.00000         196.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0310 619.1201                  7.000  UN  |      15.00000        105.00|      18.00000        126.00|      15.00000         105.00
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : SKOWHEGAN                               TABULATION OF BIDS
                                            CONTRACT ID : 005741.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000272            |(   3  ) 000014
                                          |C P M CONSTRUCTORS          |A & V CONSTRUCTION, CORP.   |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 627.71                 1890.000  M   |       0.60000       1134.00|       0.50000        945.00|       0.60000        1134.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0330 627.73                  930.000  M   |       1.10000       1023.00|       1.00000        930.00|       1.10000        1023.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0340 627.75                   14.000  M2  |      12.50000        175.00|      54.00000        756.00|      12.50000         175.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0350 627.78                 2940.000  M   |       0.60000       1764.00|       0.80000       2352.00|       0.60000        1764.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0360 629.05                   10.000  MH  |      20.00000        200.00|      35.00000        350.00|      25.00000         250.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0370 631.10                   10.000  HR  |      30.00000        300.00|      40.00000        400.00|      20.00000         200.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0380 631.11                   10.000  HR  |      30.00000        300.00|      40.00000        400.00|      20.00000         200.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0390 631.12                   10.000  HR  |      80.00000        800.00|     110.00000       1100.00|      95.00000         950.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0400 631.172                  10.000  HR  |      45.00000        450.00|      40.00000        400.00|      40.00000         400.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0410 637.071                          LUMP|    4000.00000       4000.00|    9000.00000       9000.00|   10000.00000       10000.00
  DUST CONTROL                            |                            |                            |
0420 639.18                    1.000  EA  |    4000.00000       4000.00|    3000.00000       3000.00|   10000.00000       10000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0430 652.33                   25.000  EA  |      50.00000       1250.00|      45.00000       1125.00|      30.00000         750.00
  DRUM                                    |                            |                            |
0440 652.34                  100.000  EA  |      15.00000       1500.00|      14.00000       1400.00|      10.00000        1000.00
  CONE                                    |                            |                            |
0450 652.35                   45.000  M2  |      85.00000       3825.00|     100.00000       4500.00|      90.00000        4050.00
  CONSTRUCTION SIGNS                      |                            |                            |
0460 652.361                 115.000  LS  |    4000.00000       4000.00|    4000.00000       4000.00|    5000.00000        5000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0470 652.38                 2000.000  MH  |       6.00000      12000.00|      14.00000      28000.00|      15.00000       30000.00
  FLAGGER                                 |                            |                            |
0480 656.75                           LUMP|    4000.00000       4000.00|    7500.00000       7500.00|    5000.00000        5000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0490 659.10                           LUMP|   49000.00000      49000.00|   55000.00000      55000.00|   29436.23000       29436.23
  MOBILIZATION                            |                            |                            |
0492 204.41                 3300.000  M2  |       3.00000       9900.00|       5.00000      16500.00|       3.00000        9900.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : SKOWHEGAN                               TABULATION OF BIDS
                                            CONTRACT ID : 005741.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000272            |(   3  ) 000014
                                          |C P M CONSTRUCTORS          |A & V CONSTRUCTION, CORP.   |FARRIN BROS. & SMITH, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0494 631.32                   10.000  HR  |     100.00000       1000.00|     110.00000       1100.00|     150.00000        1500.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
     SECTION TOTALS                       |             $    529,451.00|             $    592,645.00|              $    633,333.33
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    529,451.00|             $    592,645.00|              $    633,333.33
====================================================================================================================================
     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 5
     LOCATION : SKOWHEGAN                               TABULATION OF BIDS
                                            CONTRACT ID : 005741.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000024             |(   5   ) 000855            |(      )
                                          |LEE BROTHERS INC.           |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.24                    1.000  EA  |     300.00000        300.00|     200.00000        200.00|
  REMOVING STUMP                          |                            |                            |
0020 203.20                 1595.000  M3  |      12.00000      19140.00|      30.00000      47850.00|
  COMMON EXCAVATION                       |                            |                            |
0030 203.25                   50.000  M3  |      20.00000       1000.00|      30.00000       1500.00|
  GRANULAR BORROW                         |                            |                            |
0040 304.10                 1020.000  M3  |      28.00000      28560.00|      32.00000      32640.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0050 307.32                 7100.000  M2  |       3.50000      24850.00|       3.50000      24850.00|
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0060 403.207                1225.000  MG  |      45.00000      55125.00|      37.00000      45325.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0070 403.208                1060.000  MG  |      45.00000      47700.00|      38.00000      40280.00|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.209                  95.000  MG  |      96.00000       9120.00|     125.00000      11875.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.213                 890.000  MG  |      45.00000      40050.00|      38.00000      33820.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0100 409.15                 1640.000  L   |       1.50000       2460.00|       1.25000       2050.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 603.15                   68.200  M   |     110.00000       7502.00|      97.00000       6615.40|
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0120 603.159                   9.100  M   |     120.00000       1092.00|     228.00000       2074.80|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0130 603.169                   8.400  M   |     133.00000       1117.20|     250.00000       2100.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0140 603.179                   8.400  M   |     147.00000       1234.80|     260.00000       2184.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.19                  115.800  M   |     190.00000      22002.00|     120.00000      13896.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.76                    2.000  EA  |     300.00000        600.00|     170.00000        340.00|
  300 MM INLET GRATE UNIT                 |                            |                            |
0170 604.092                  18.400  EA  |    4000.00000      73600.00|    2300.00000      42320.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0180 604.244                   2.000  EA  |    2200.00000       4400.00|    1700.00000       3400.00|
  CATCH BASIN TYPE F4                     |                            |                            |
0190 604.246                   1.000  EA  |    2300.00000       2300.00|    1700.00000       1700.00|
  CATCH BASIN TYPE F5                     |                            |                            |
     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 6
     LOCATION : SKOWHEGAN                               TABULATION OF BIDS
                                            CONTRACT ID : 005741.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000024             |(   5   ) 000855            |(      )
                                          |LEE BROTHERS INC.           |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 604.248                   1.000  EA  |    2300.00000       2300.00|    1700.00000       1700.00|
  CATCH BASIN TYPE F6                     |                            |                            |
0210 605.09                  215.900  M   |     120.00000      25908.00|     105.00000      22669.50|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0220 605.11                  376.800  M   |     122.00000      45969.60|     150.00000      56520.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0230 605.12                  298.400  M   |     170.00000      50728.00|     165.00000      49236.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0240 605.13                  160.600  M   |     180.00000      28908.00|     185.00000      29711.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0250 605.15                  343.200  M   |     210.00000      72072.00|     180.00000      61776.00|
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0260 609.31                 1115.000  M   |      15.00000      16725.00|      18.00000      20070.00|
  CURB TYPE 3                             |                            |                            |
0270 610.08                    4.000  M3  |      65.00000        260.00|     120.00000        480.00|
  PLAIN RIPRAP                            |                            |                            |
0280 615.07                  215.000  M3  |      55.00000      11825.00|      75.00000      16125.00|
  LOAM                                    |                            |                            |
0290 618.1301                 21.000  UN  |      40.00000        840.00|      85.00000       1785.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0300 618.1401                  7.000  UN  |      25.00000        175.00|      90.00000        630.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0310 619.1201                  7.000  UN  |      15.00000        105.00|      45.00000        315.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 627.71                 1890.000  M   |       1.00000       1890.00|       0.60000       1134.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0330 627.73                  930.000  M   |       1.10000       1023.00|       1.15000       1069.50|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0340 627.75                   14.000  M2  |      50.00000        700.00|      65.00000        910.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0350 627.78                 2940.000  M   |       0.85000       2499.00|       1.00000       2940.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0360 629.05                   10.000  MH  |      22.00000        220.00|      22.00000        220.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0370 631.10                   10.000  HR  |      40.00000        400.00|      28.00000        280.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0380 631.11                   10.000  HR  |      30.00000        300.00|      28.00000        280.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0390 631.12                   10.000  HR  |      90.00000        900.00|     100.00000       1000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 7
     LOCATION : SKOWHEGAN                               TABULATION OF BIDS
                                            CONTRACT ID : 005741.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000024             |(   5   ) 000855            |(      )
                                          |LEE BROTHERS INC.           |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 631.172                  10.000  HR  |      45.00000        450.00|      45.00000        450.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0410 637.071                          LUMP|   10000.00000      10000.00|    2400.00000       2400.00|
  DUST CONTROL                            |                            |                            |
0420 639.18                    1.000  EA  |    6500.00000       6500.00|    4000.00000       4000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0430 652.33                   25.000  EA  |      30.00000        750.00|      70.00000       1750.00|
  DRUM                                    |                            |                            |
0440 652.34                  100.000  EA  |      12.00000       1200.00|      18.00000       1800.00|
  CONE                                    |                            |                            |
0450 652.35                   45.000  M2  |      95.00000       4275.00|      78.00000       3510.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0460 652.361                 115.000  LS  |   10000.00000      10000.00|    3600.00000       3600.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0470 652.38                 2000.000  MH  |      13.50000      27000.00|      13.00000      26000.00|
  FLAGGER                                 |                            |                            |
0480 656.75                           LUMP|    9000.00000       9000.00|    4700.00000       4700.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0490 659.10                           LUMP|   55000.00000      55000.00|  135000.00000     135000.00|
  MOBILIZATION                            |                            |                            |
0492 204.41                 3300.000  M2  |       8.00000      26400.00|       2.50000       8250.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0494 631.32                   10.000  HR  |     125.00000       1250.00|     150.00000       1500.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
     SECTION TOTALS                       |             $    757,725.60|             $    776,831.20|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    757,725.60|             $    776,831.20|              $
====================================================================================================================================