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     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010160.00                                     COMPLETION DATE : 11/15/03
                                                          =========
   PROJECT(S):  STP-1015(900)X          COUNTIE(S) : CUMBERLAND                     MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-A016(000)X
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRIDGE REHABILITATION                                                         NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000063         WYMAN & SIMPSON, INC.                                                  $    444,053.00     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $    475,461.50     107.0731%
   3   000416         T BUCK CONSTRUCTION INC.                                               $    516,060.50     116.2160%
   4   000272         A & V CONSTRUCTION, CORP.                                              $    625,660.00     140.8976%
====================================================================================================================================
                                          |(   1  ) 000063             |(   2  ) 000164             |(   3  ) 000416
                                          |WYMAN & SIMPSON, INC.       |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                    1.000  LS  |   35000.00000      35000.00|   20000.00000      20000.00|   12740.00000       12740.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  290.000  M3  |      10.00000       2900.00|      13.00000       3770.00|      28.00000        8120.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  160.000  M3  |      15.00000       2400.00|       6.00000        960.00|      31.00000        4960.00
  COMMON BORROW                           |                            |                            |
0040 203.25                   78.000  M3  |      22.00000       1716.00|      35.00000       2730.00|      58.00000        4524.00
  GRANULAR BORROW                         |                            |                            |
0050 206.082                 135.000  M3  |      22.00000       2970.00|      25.00000       3375.00|      22.00000        2970.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0060 304.10                  430.000  M3  |      16.00000       6880.00|      25.00000      10750.00|      34.00000       14620.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.210                 110.000  MG  |      96.00000      10560.00|      90.00000       9900.00|      90.00000        9900.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.213                  45.000  MG  |      96.00000       4320.00|      90.00000       4050.00|      90.00000        4050.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0090 409.15                  100.000  L   |       8.50000        850.00|       8.00000        800.00|       8.00000         800.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 501.231                   1.000  EA  |    2800.00000       2800.00|    6000.00000       6000.00|    6000.00000        6000.00
  DYNAMIC LOADING TEST                    |                            |                            |
0110 501.46                  152.000  M   |      80.00000      12160.00|     140.00000      21280.00|     143.00000       21736.00
  STEEL H-BEAM PILES 109 KG/M, DELIVERED  |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010160.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000164            |(   3  ) 000416
                                          |WYMAN & SIMPSON, INC.       |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 501.461                 152.000  M   |      12.00000       1824.00|      10.00000       1520.00|      11.00000        1672.00
  STEEL H-BEAM PILES 109 KG/M, IN PLACE   |                            |                            |
0130 501.90                    8.000  EA  |     175.00000       1400.00|     200.00000       1600.00|     240.00000        1920.00
  PILE TIPS                               |                            |                            |
0140 501.91                    8.000  EA  |      50.00000        400.00|      10.00000         80.00|      12.00000          96.00
  PILE SPLICES                            |                            |                            |
0150 501.92                           LUMP|    7500.00000       7500.00|    8000.00000       8000.00|    7200.00000        7200.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0160 502.219                  60.000  LS  |   35000.00000      35000.00|   35000.00000      35000.00|   64500.00000       64500.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0170 502.25                   21.000  LS  |   12000.00000      12000.00|   10000.00000      10000.00|    8800.00000        8800.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0180 502.31                   19.000  LS  |    6500.00000       6500.00|    5000.00000       5000.00|    4500.00000        4500.00
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0190 502.325                          LUMP|   25680.00000      25680.00|   30000.00000      30000.00|   37200.00000       37200.00
  STRUCTURAL CONCRETE CULVERT INVERT      |                            |                            |
  LINING                                  |                            |                            |
0200 502.49                    7.000  LS  |    7500.00000       7500.00|    7500.00000       7500.00|    4500.00000        4500.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0210 503.12                 3250.000  KG  |       1.00000       3250.00|       0.75000       2437.50|       1.00000        3250.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0220 503.13                 3250.000  KG  |       0.50000       1625.00|       1.00000       3250.00|       0.39000        1267.50
  REINFORCING STEEL, PLACING              |                            |                            |
0230 507.0811                 38.000  LS  |    9500.00000       9500.00|   11000.00000      11000.00|   11715.00000       11715.00
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0240 508.13                  190.000  LS  |    3000.00000       3000.00|    3000.00000       3000.00|    1125.00000        1125.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 511.07                           LUMP|    6000.00000       6000.00|    7500.00000       7500.00|   12600.00000       12600.00
  COFFERDAM: DYER BRIDGE (DOWNSTREAM)     |                            |                            |
0260 511.07                           LUMP|    6000.00000       6000.00|    7500.00000       7500.00|   12600.00000       12600.00
  COFFERDAM: DYER BRIDGE (UPSTREAM)       |                            |                            |
0270 511.07                           LUMP|    8000.00000       8000.00|    7500.00000       7500.00|    6800.00000        6800.00
  COFFERDAM: SNOW BRIDGE (DOWN STREAM)    |                            |                            |
0280 511.07                           LUMP|    8000.00000       8000.00|    7500.00000       7500.00|    6800.00000        6800.00
  COFFERDAM: SNOW BRIDGE (UPSTREAM)       |                            |                            |
0290 512.081                  70.000  LS  |    3500.00000       3500.00|    3000.00000       3000.00|    1800.00000        1800.00
  FRENCH DRAINS                           |                            |                            |
0300 514.06                    1.000  EA  |     700.00000        700.00|     750.00000        750.00|     150.00000         150.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010160.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000164            |(   3  ) 000416
                                          |WYMAN & SIMPSON, INC.       |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 515.21                  280.000  LS  |     500.00000        500.00|     800.00000        800.00|     250.00000         250.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0320 526.34                    4.000  EA  |    1600.00000       6400.00|    1400.00000       5600.00|    1400.00000        5600.00
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0330 535.62                  105.000  LS  |  125000.00000     125000.00|  130000.00000     130000.00|  113000.00000      113000.00
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0340 606.1721                  4.000  EA  |     965.00000       3860.00|     900.00000       3600.00|     900.00000        3600.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0350 606.35                    6.000  EA  |      26.00000        156.00|      24.00000        144.00|      24.00000         144.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0360 606.36                   20.000  M   |      32.00000        640.00|      30.00000        600.00|      30.00000         600.00
  GUARDRAIL REMOVED AND RESET             |                            |                            |
0370 606.55                   65.000  M   |      43.00000       2795.00|      40.00000       2600.00|      40.00000        2600.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0380 606.79                    4.000  EA  |    1550.00000       6200.00|    1500.00000       6000.00|    1450.00000        5800.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0390 610.08                   10.000  M3  |      50.00000        500.00|      75.00000        750.00|     136.00000        1360.00
  PLAIN RIPRAP                            |                            |                            |
0400 610.16                   80.000  M3  |      60.00000       4800.00|      75.00000       6000.00|      90.00000        7200.00
  HEAVY RIPRAP                            |                            |                            |
0410 615.07                   35.000  M3  |      30.00000       1050.00|      55.00000       1925.00|      55.00000        1925.00
  LOAM                                    |                            |                            |
0420 618.1401                  7.000  UN  |      55.00000        385.00|      50.00000        350.00|      80.00000         560.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0430 619.1201                  7.000  UN  |      50.00000        350.00|      45.00000        315.00|      19.00000         133.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0440 619.1401                 70.000  M3  |      33.00000       2310.00|      45.00000       3150.00|      50.00000        3500.00
  EROSION CONTROL MIX                     |                            |                            |
0450 620.58                   50.000  M2  |       3.00000        150.00|      10.00000        500.00|       3.00000         150.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0460 627.711                 255.000  M   |       4.40000       1122.00|       5.00000       1275.00|       2.00000         510.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0470 629.05                   20.000  HR  |      20.00000        400.00|      25.00000        500.00|      25.00000         500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0480 631.12                   20.000  HR  |      80.00000       1600.00|      70.00000       1400.00|      75.00000        1500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0490 631.14                   20.000  HR  |      65.00000       1300.00|      70.00000       1400.00|     120.00000        2400.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0500 631.172                  20.000  HR  |      35.00000        700.00|      40.00000        800.00|      55.00000        1100.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010160.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000164            |(   3  ) 000416
                                          |WYMAN & SIMPSON, INC.       |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.22                   20.000  HR  |      45.00000        900.00|      50.00000       1000.00|      85.00000        1700.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0520 637.071                          LUMP|    1000.00000       1000.00|     500.00000        500.00|    2600.00000        2600.00
  DUST CONTROL                            |                            |                            |
0530 639.19                    1.000  EA  |    1500.00000       1500.00|    5500.00000       5500.00|    4000.00000        4000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0540 652.39                           LUMP|    6000.00000       6000.00|   14500.00000      14500.00|   22000.00000       22000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0550 656.75                           LUMP|    3500.00000       3500.00|    3500.00000       3500.00|    5800.00000        5800.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0560 659.10                           LUMP|   41000.00000      41000.00|   47000.00000      47000.00|   48613.00000       48613.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    444,053.00|             $    475,461.50|              $    516,060.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    444,053.00|             $    475,461.50|              $    516,060.50
====================================================================================================================================
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 5
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010160.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000272             |(       )                   |(      )
                                          |A & V CONSTRUCTION, CORP.   |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                    1.000  LS  |   30000.00000      30000.00|                            |
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  290.000  M3  |      10.00000       2900.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  160.000  M3  |       5.00000        800.00|                            |
  COMMON BORROW                           |                            |                            |
0040 203.25                   78.000  M3  |      40.00000       3120.00|                            |
  GRANULAR BORROW                         |                            |                            |
0050 206.082                 135.000  M3  |      20.00000       2700.00|                            |
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0060 304.10                  430.000  M3  |      25.00000      10750.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.210                 110.000  MG  |     100.00000      11000.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.213                  45.000  MG  |     100.00000       4500.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0090 409.15                  100.000  L   |       8.00000        800.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 501.231                   1.000  EA  |    6700.00000       6700.00|                            |
  DYNAMIC LOADING TEST                    |                            |                            |
0110 501.46                  152.000  M   |     200.00000      30400.00|                            |
  STEEL H-BEAM PILES 109 KG/M, DELIVERED  |                            |                            |
0120 501.461                 152.000  M   |      10.00000       1520.00|                            |
  STEEL H-BEAM PILES 109 KG/M, IN PLACE   |                            |                            |
0130 501.90                    8.000  EA  |     200.00000       1600.00|                            |
  PILE TIPS                               |                            |                            |
0140 501.91                    8.000  EA  |      10.00000         80.00|                            |
  PILE SPLICES                            |                            |                            |
0150 501.92                           LUMP|    9700.00000       9700.00|                            |
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0160 502.219                  60.000  LS  |   60000.00000      60000.00|                            |
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0170 502.25                   21.000  LS  |   16000.00000      16000.00|                            |
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0180 502.31                   19.000  LS  |    6200.00000       6200.00|                            |
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0190 502.325                          LUMP|   41900.00000      41900.00|                            |
  STRUCTURAL CONCRETE CULVERT INVERT      |                            |                            |
  LINING                                  |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 6
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010160.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000272             |(       )                   |(      )
                                          |A & V CONSTRUCTION, CORP.   |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 502.49                    7.000  LS  |   10800.00000      10800.00|                            |
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0210 503.12                 3250.000  KG  |       0.70000       2275.00|                            |
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0220 503.13                 3250.000  KG  |       2.00000       6500.00|                            |
  REINFORCING STEEL, PLACING              |                            |                            |
0230 507.0811                 38.000  LS  |   13600.00000      13600.00|                            |
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0240 508.13                  190.000  LS  |    4900.00000       4900.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 511.07                           LUMP|    9500.00000       9500.00|                            |
  COFFERDAM: DYER BRIDGE (DOWNSTREAM)     |                            |                            |
0260 511.07                           LUMP|   10100.00000      10100.00|                            |
  COFFERDAM: DYER BRIDGE (UPSTREAM)       |                            |                            |
0270 511.07                           LUMP|    1500.00000       1500.00|                            |
  COFFERDAM: SNOW BRIDGE (DOWN STREAM)    |                            |                            |
0280 511.07                           LUMP|    6000.00000       6000.00|                            |
  COFFERDAM: SNOW BRIDGE (UPSTREAM)       |                            |                            |
0290 512.081                  70.000  LS  |    3800.00000       3800.00|                            |
  FRENCH DRAINS                           |                            |                            |
0300 514.06                    1.000  EA  |     800.00000        800.00|                            |
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0310 515.21                  280.000  LS  |    1200.00000       1200.00|                            |
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0320 526.34                    4.000  EA  |    1300.00000       5200.00|                            |
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0330 535.62                  105.000  LS  |  180000.00000     180000.00|                            |
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0340 606.1721                  4.000  EA  |     900.00000       3600.00|                            |
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0350 606.35                    6.000  EA  |      20.00000        120.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0360 606.36                   20.000  M   |      30.00000        600.00|                            |
  GUARDRAIL REMOVED AND RESET             |                            |                            |
0370 606.55                   65.000  M   |      40.00000       2600.00|                            |
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0380 606.79                    4.000  EA  |    1500.00000       6000.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0390 610.08                   10.000  M3  |      90.00000        900.00|                            |
  PLAIN RIPRAP                            |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 7
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010160.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000272             |(       )                   |(      )
                                          |A & V CONSTRUCTION, CORP.   |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 610.16                   80.000  M3  |     100.00000       8000.00|                            |
  HEAVY RIPRAP                            |                            |                            |
0410 615.07                   35.000  M3  |      35.00000       1225.00|                            |
  LOAM                                    |                            |                            |
0420 618.1401                  7.000  UN  |      80.00000        560.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0430 619.1201                  7.000  UN  |      20.00000        140.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0440 619.1401                 70.000  M3  |      40.00000       2800.00|                            |
  EROSION CONTROL MIX                     |                            |                            |
0450 620.58                   50.000  M2  |       1.00000         50.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0460 627.711                 255.000  M   |       4.00000       1020.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0470 629.05                   20.000  HR  |      35.00000        700.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0480 631.12                   20.000  HR  |     120.00000       2400.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0490 631.14                   20.000  HR  |     100.00000       2000.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0500 631.172                  20.000  HR  |      45.00000        900.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0510 631.22                   20.000  HR  |      85.00000       1700.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0520 637.071                          LUMP|    4000.00000       4000.00|                            |
  DUST CONTROL                            |                            |                            |
0530 639.19                    1.000  EA  |    3500.00000       3500.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0540 652.39                           LUMP|   20400.00000      20400.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0550 656.75                           LUMP|    5600.00000       5600.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0560 659.10                           LUMP|   60000.00000      60000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    625,660.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    625,660.00|             $          0.00|              $
====================================================================================================================================