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     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 1
     COUNTIE(S): SAGADAHOC                              TABULATION OF BIDS
                                            CONTRACT ID : 009305.00                                     COMPLETION DATE : 10/17/03
                                                           =========
   PROJECT(S):  STP-9305(00)X           LOCATION(S): BOWDOIN                        MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-9308(00)X                        BOWDOIN
                STP-1075(200)X                       BOWDOIN                       A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  STRUT                                                                         NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000416         T BUCK CONSTRUCTION INC.                                               $    777,126.48     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $    829,551.45     106.7460%
   3   000063         WYMAN & SIMPSON, INC.                                                  $    844,605.30     108.6831%
   4   000403         PRATT & SONS INC.                                                      $    847,053.77     108.9982%
====================================================================================================================================
                                          |(   1  ) 000416             |(   2  ) 000164             |(   3  ) 000063
                                          |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.111                          LUMP|    3200.00000       3200.00|    5000.00000       5000.00|   20000.00000       20000.00
  CLEARING                                |                            |                            |
0020 202.19                    1.000  LS  |   30000.00000      30000.00|   20000.00000      20000.00|   35000.00000       35000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0030 202.203                 280.000  M2  |      20.00000       5600.00|      20.00000       5600.00|      21.50000        6020.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.20                 1100.000  M3  |      11.20000      12320.00|      14.00000      15400.00|      14.00000       15400.00
  COMMON EXCAVATION                       |                            |                            |
0050 203.2001               5420.000  M3  |      10.90000      59078.00|      14.00000      75880.00|      14.50000       78590.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0060 203.21                  500.000  M3  |      48.50000      24250.00|      60.00000      30000.00|      65.00000       32500.00
  ROCK EXCAVATION                         |                            |                            |
0070 203.24                   35.000  M3  |      48.00000       1680.00|      25.00000        875.00|      13.00000         455.00
  COMMON BORROW                           |                            |                            |
0080 203.25                   43.000  M3  |      50.00000       2150.00|      60.00000       2580.00|      20.00000         860.00
  GRANULAR BORROW                         |                            |                            |
0090 203.35                   27.000  M3  |      49.00000       1323.00|      75.00000       2025.00|      35.00000         945.00
  CRUSHED STONE FILL                      |                            |                            |
0100 204.41                   32.000  M2  |      15.25000        488.00|      35.00000       1120.00|      50.00000        1600.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0110 206.07                   10.000  M3  |     255.00000       2550.00|     150.00000       1500.00|     145.00000        1450.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 2
     COUNTIE(S): SAGADAHOC                              TABULATION OF BIDS
                                            CONTRACT ID : 009305.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000416             |(   2   ) 000164            |(   3  ) 000063
                                          |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 206.092                  25.000  M3  |     190.00000       4750.00|     150.00000       3750.00|     145.00000        3625.00
  STRUCTURAL ROCK EXCAVATION - MAJOR      |                            |                            |
  STRUCTURES                              |                            |                            |
0130 304.10                  955.000  M3  |      24.50000      23397.50|      22.00000      21010.00|      17.50000       16712.50
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 304.104                2404.820  M3  |      22.25000      53507.25|      22.00000      52906.04|      20.00000       48096.40
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0150 403.207                 940.000  MG  |      60.00000      56400.00|      60.00000      56400.00|      65.00000       61100.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0160 403.208                 155.000  MG  |      60.00000       9300.00|      60.00000       9300.00|     120.00000       18600.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0170 403.209                  65.000  MG  |      90.00000       5850.00|      90.00000       5850.00|     133.00000        8645.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0180 403.210                 680.000  MG  |      60.00000      40800.00|      60.00000      40800.00|      65.00000       44200.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0190 403.211                 150.000  MG  |      60.00000       9000.00|      60.00000       9000.00|      65.00000        9750.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0200 409.15                  990.000  L   |       3.00000       2970.00|       3.00000       2970.00|       3.25000        3217.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 411.10                   10.000  M3  |      63.00000        630.00|      50.00000        500.00|      30.00000         300.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0220 502.341                  33.500  M3  |     388.00000      12998.00|     350.00000      11725.00|    1000.00000       33500.00
  STRUCTURAL CONCRETE ROADWAY MEDIAN      |                            |                            |
0230 502.56                   10.000  M3  |     715.00000       7150.00|     750.00000       7500.00|     340.00000        3400.00
  CONCRETE FILL                           |                            |                            |
0240 508.13                   69.000  LS  |    3700.00000       3700.00|    3500.00000       3500.00|    3500.00000        3500.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 509.55                           LUMP|   72500.00000      72500.00|   80000.00000      80000.00|   50000.00000       50000.00
  STRUCTURAL PLATE PIPE/ PIPE ARCH -      |                            |                            |
  REPLACEMENT                             |                            |                            |
0260 511.07                           LUMP|   12750.00000      12750.00|    5000.00000       5000.00|   15000.00000       15000.00
  COFFERDAM:                              |                            |                            |
0270 526.301                  95.000  LS  |    5000.00000       5000.00|    6000.00000       6000.00|    5000.00000        5000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0280 534.71                   54.000  LS  |   78000.00000      78000.00|   80000.00000      80000.00|   80000.00000       80000.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0290 603.179                  59.710  M   |     130.00000       7762.30|     150.00000       8956.50|     206.00000       12300.26
  450 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 3
     COUNTIE(S): SAGADAHOC                              TABULATION OF BIDS
                                            CONTRACT ID : 009305.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000416             |(   2   ) 000164            |(   3  ) 000063
                                          |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.17                  205.740  M   |      44.50000       9155.43|      33.80000       6954.01|      36.00000        7406.64
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0310 606.35                    6.000  EA  |      22.00000        132.00|      30.00000        180.00|      32.00000         192.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0320 606.752                   2.000  EA  |     785.00000       1570.00|    1600.00000       3200.00|    1150.00000        2300.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0330 606.76                    4.000  EA  |    1250.00000       5000.00|    1400.00000       5600.00|    1500.00000        6000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0340 609.31                   95.000  M   |      15.00000       1425.00|      15.00000       1425.00|      14.00000        1330.00
  CURB TYPE 3                             |                            |                            |
0350 610.08                  240.000  M3  |      50.00000      12000.00|      80.00000      19200.00|      60.00000       14400.00
  PLAIN RIPRAP                            |                            |                            |
0360 610.18                   70.000  M3  |      56.00000       3920.00|      80.00000       5600.00|      65.00000        4550.00
  STONE DITCH PROTECTION                  |                            |                            |
0370 613.319                 515.000  M2  |       1.60000        824.00|       2.50000       1287.50|       3.00000        1545.00
  EROSION CONTROL BLANKET                 |                            |                            |
0380 618.1401                 56.000  UN  |      15.50000        868.00|      15.45000        865.20|      17.00000         952.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0390 619.1201                 56.000  UN  |       7.50000        420.00|       7.45000        417.20|       8.00000         448.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0400 620.58                  450.000  M2  |       2.10000        945.00|       3.00000       1350.00|       3.40000        1530.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0410 627.76                           LUMP|    1150.00000       1150.00|     600.00000        600.00|     650.00000         650.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0420 629.05                   30.000  HR  |      30.00000        900.00|      30.00000        900.00|      20.00000         600.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0430 631.12                   25.000  HR  |     100.00000       2500.00|      85.00000       2125.00|      75.00000        1875.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0440 631.13                   10.000  HR  |      80.00000        800.00|      80.00000        800.00|      40.00000         400.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0450 631.172                  30.000  HR  |      55.00000       1650.00|      50.00000       1500.00|      32.00000         960.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0460 635.14                   81.000  M2  |     420.00000      34020.00|     700.00000      56700.00|     450.00000       36450.00
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
0470 639.19                    1.000  EA  |    4700.00000       4700.00|   10000.00000      10000.00|    4000.00000        4000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0480 643.72                           LUMP|   18300.00000      18300.00|   20000.00000      20000.00|   19000.00000       19000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 4
     COUNTIE(S): SAGADAHOC                              TABULATION OF BIDS
                                            CONTRACT ID : 009305.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000416             |(   2   ) 000164            |(   3  ) 000063
                                          |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.39                           LUMP|   40600.00000      40600.00|   35000.00000      35000.00|   55000.00000       55000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0500 656.75                           LUMP|   26000.00000      26000.00|   18000.00000      18000.00|   15000.00000       15000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0510 658.20                   50.000  M2  |      18.50000        925.00|      14.00000        700.00|      15.00000         750.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0520 659.10                           LUMP|   60218.00000      60218.00|   72000.00000      72000.00|   59500.00000       59500.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    777,126.48|             $    829,551.45|              $    844,605.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    777,126.48|             $    829,551.45|              $    844,605.30
====================================================================================================================================
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 5
     COUNTIE(S): SAGADAHOC                              TABULATION OF BIDS
                                            CONTRACT ID : 009305.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(       )                   |(      )
                                          |PRATT & SONS INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.111                          LUMP|    3400.00000       3400.00|                            |
  CLEARING                                |                            |                            |
0020 202.19                    1.000  LS  |   11000.00000      11000.00|                            |
  REMOVING EXISTING BRIDGE                |                            |                            |
0030 202.203                 280.000  M2  |      23.00000       6440.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.20                 1100.000  M3  |      10.30000      11330.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0050 203.2001               5420.000  M3  |      10.30000      55826.00|                            |
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0060 203.21                  500.000  M3  |      65.00000      32500.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0070 203.24                   35.000  M3  |      17.00000        595.00|                            |
  COMMON BORROW                           |                            |                            |
0080 203.25                   43.000  M3  |     140.00000       6020.00|                            |
  GRANULAR BORROW                         |                            |                            |
0090 203.35                   27.000  M3  |      55.00000       1485.00|                            |
  CRUSHED STONE FILL                      |                            |                            |
0100 204.41                   32.000  M2  |      21.00000        672.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0110 206.07                   10.000  M3  |     125.00000       1250.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0120 206.092                  25.000  M3  |     125.00000       3125.00|                            |
  STRUCTURAL ROCK EXCAVATION - MAJOR      |                            |                            |
  STRUCTURES                              |                            |                            |
0130 304.10                  955.000  M3  |      27.50000      26262.50|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 304.104                2404.820  M3  |      27.50000      66132.55|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0150 403.207                 940.000  MG  |      68.00000      63920.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0160 403.208                 155.000  MG  |      68.00000      10540.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0170 403.209                  65.000  MG  |     100.00000       6500.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 6
     COUNTIE(S): SAGADAHOC                              TABULATION OF BIDS
                                            CONTRACT ID : 009305.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(       )                   |(      )
                                          |PRATT & SONS INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.210                 680.000  MG  |      68.00000      46240.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0190 403.211                 150.000  MG  |      68.00000      10200.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0200 409.15                  990.000  L   |       3.40000       3366.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 411.10                   10.000  M3  |      42.00000        420.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0220 502.341                  33.500  M3  |     450.00000      15075.00|                            |
  STRUCTURAL CONCRETE ROADWAY MEDIAN      |                            |                            |
0230 502.56                   10.000  M3  |     210.00000       2100.00|                            |
  CONCRETE FILL                           |                            |                            |
0240 508.13                   69.000  LS  |    3000.00000       3000.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 509.55                           LUMP|   84000.00000      84000.00|                            |
  STRUCTURAL PLATE PIPE/ PIPE ARCH -      |                            |                            |
  REPLACEMENT                             |                            |                            |
0260 511.07                           LUMP|   12000.00000      12000.00|                            |
  COFFERDAM:                              |                            |                            |
0270 526.301                  95.000  LS  |    7500.00000       7500.00|                            |
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0280 534.71                   54.000  LS  |   71000.00000      71000.00|                            |
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0290 603.179                  59.710  M   |     166.00000       9911.86|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0300 606.17                  205.740  M   |      39.00000       8023.86|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0310 606.35                    6.000  EA  |      34.00000        204.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0320 606.752                   2.000  EA  |     750.00000       1500.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0330 606.76                    4.000  EA  |    1490.00000       5960.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0340 609.31                   95.000  M   |      25.00000       2375.00|                            |
  CURB TYPE 3                             |                            |                            |
0350 610.08                  240.000  M3  |      88.00000      21120.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0360 610.18                   70.000  M3  |      52.00000       3640.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 7
     COUNTIE(S): SAGADAHOC                              TABULATION OF BIDS
                                            CONTRACT ID : 009305.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403             |(       )                   |(      )
                                          |PRATT & SONS INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 613.319                 515.000  M2  |       2.00000       1030.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0380 618.1401                 56.000  UN  |      17.00000        952.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0390 619.1201                 56.000  UN  |       8.00000        448.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0400 620.58                  450.000  M2  |       2.40000       1080.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0410 627.76                           LUMP|    1000.00000       1000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0420 629.05                   30.000  HR  |      35.00000       1050.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0430 631.12                   25.000  HR  |     112.00000       2800.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0440 631.13                   10.000  HR  |      70.00000        700.00|                            |
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0450 631.172                  30.000  HR  |      44.00000       1320.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0460 635.14                   81.000  M2  |     540.00000      43740.00|                            |
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
0470 639.19                    1.000  EA  |    3500.00000       3500.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0480 643.72                           LUMP|   18000.00000      18000.00|                            |
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0490 652.39                           LUMP|   67500.00000      67500.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0500 656.75                           LUMP|   10500.00000      10500.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0510 658.20                   50.000  M2  |      16.00000        800.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0520 659.10                           LUMP|   78000.00000      78000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    847,053.77|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    847,053.77|             $          0.00|              $
====================================================================================================================================