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     LETTING DATE : 09/25/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/02
                                                                                                                   PAGE : 1
     LOCATION : SOUTH BERWICK                           TABULATION OF BIDS
                                            CONTRACT ID : 008143.00                                     COMPLETION DATE : 09/26/03
                                                          =========
   PROJECT(S):  STP-8143(00)X           COUNTIE(S) : YORK                           MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1016(300)X
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY IMPROVEMENTS W/ BRIDGE WEARING SURFACE REPLACEMENT                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                     $  1,424,960.25     100.0000%
   2   000063         WYMAN & SIMPSON, INC.                                                  $  1,484,504.00     104.1786%
====================================================================================================================================
                                          |(   1  ) 000164             |(   2  ) 000063             |(      )
                                          |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 201.23                    3.000  EA  |     700.00000       2100.00|     500.00000       1500.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    4.000  EA  |     150.00000        600.00|     500.00000       2000.00|
  REMOVING STUMP                          |                            |                            |
0030 202.08                           LUMP|   17000.00000      17000.00|   15000.00000      15000.00|
  REMOVING BUILDING NO.: 1                |                            |                            |
0040 202.08                           LUMP|   16000.00000      16000.00|   10000.00000      10000.00|
  REMOVING BUILDING NO.: 2                |                            |                            |
0050 202.08                           LUMP|   17000.00000      17000.00|   10000.00000      10000.00|
  REMOVING BUILDING NO.: 3                |                            |                            |
0060 202.127                 400.000  LS  |   15000.00000      15000.00|   50000.00000      50000.00|
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0070 202.203                  66.000  M2  |      20.00000       1320.00|      20.00000       1320.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0080 202.261                   1.000  EA  |   15000.00000      15000.00|   30000.00000      30000.00|
  REMOVAL AND DISPOSAL OF UNDERGROUND     |                            |                            |
  STORAGE TANKS                           |                            |                            |
0090 203.20                 6800.000  M3  |      11.00000      74800.00|      14.50000      98600.00|
  COMMON EXCAVATION                       |                            |                            |
0100 203.2312                         LUMP|   10000.00000      10000.00|    2500.00000       2500.00|
  HEALTH AND SAFETY PLAN                  |                            |                            |
0110 203.233                 100.000  M3  |     110.00000      11000.00|     125.00000      12500.00|
  DISPOSAL OF SPECIAL EXCAVATION          |                            |                            |
0120 203.25                  100.000  M3  |      30.00000       3000.00|      25.00000       2500.00|
  GRANULAR BORROW                         |                            |                            |
     LETTING DATE : 09/25/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/02
                                                                                                                   PAGE : 2
     LOCATION : SOUTH BERWICK                           TABULATION OF BIDS
                                            CONTRACT ID : 008143.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000063            |(      )
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 304.10                 5000.000  M3  |      19.00000      95000.00|      20.00000     100000.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 403.207                 570.000  MG  |      38.00000      21660.00|      41.00000      23370.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                 635.000  MG  |      42.00000      26670.00|      45.00000      28575.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0160 403.209                 155.000  MG  |      85.00000      13175.00|      92.00000      14260.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.210                 132.000  MG  |      42.00000       5544.00|      45.00000       5940.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0180 403.211                  10.000  MG  |      42.00000        420.00|      80.00000        800.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0190 403.213                 635.000  MG  |      38.00000      24130.00|      45.00000      28575.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0200 409.15                  740.000  L   |       3.50000       2590.00|       4.00000       2960.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 411.09                   10.000  M3  |      60.00000        600.00|      45.00000        450.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
0220 502.21                   40.000  M3  |     550.00000      22000.00|     500.00000      20000.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0230 502.2481                         LUMP|   15000.00000      15000.00|   15000.00000      15000.00|
  PUMPED GROUT                            |                            |                            |
0240 502.36                    1.000  LS  |   45000.00000      45000.00|   70000.00000      70000.00|
  STRUCTURAL CONCRETE, EXISTING STRUCTURE |                            |                            |
  MODIFICATION                            |                            |                            |
0250 502.70                    4.000  EA  |    4000.00000      16000.00|    4000.00000      16000.00|
  BRIDGE DRAINS                           |                            |                            |
0260 502.75                    4.000  EA  |    2000.00000       8000.00|     850.00000       3400.00|
  PLUGGING EXISTING BRIDGE DRAINS         |                            |                            |
0270 503.12                 2100.000  KG  |       1.00000       2100.00|       1.50000       3150.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0280 503.13                 2100.000  KG  |       1.00000       2100.00|       1.00000       2100.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0290 507.0841                 12.000  LS  |    3500.00000       3500.00|    3000.00000       3000.00|
  STEEL PIPE HAND RAILING                 |                            |                            |
0300 507.0846                 36.000  LS  |   11000.00000      11000.00|    6500.00000       6500.00|
  BARRIER-MOUNTED STEEL BRIDGE RAILING:   |                            |                            |
  1-BAR                                   |                            |                            |
     LETTING DATE : 09/25/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/02
                                                                                                                   PAGE : 3
     LOCATION : SOUTH BERWICK                           TABULATION OF BIDS
                                            CONTRACT ID : 008143.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000063            |(      )
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 508.14                  404.000  LS  |   14000.00000      14000.00|   15000.00000      15000.00|
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
0320 511.07                           LUMP|    3000.00000       3000.00|    5000.00000       5000.00|
  COFFERDAM:                              |                            |                            |
0330 518.30                  200.000  M2  |     150.00000      30000.00|     125.00000      25000.00|
  REHABILITATION OF STRUCTURAL CONCRETE   |                            |                            |
  SLAB - TO REINFORCING STEEL             |                            |                            |
0340 518.31                   80.000  M2  |     250.00000      20000.00|     250.00000      20000.00|
  REHABILITATION OF STRUCTURAL CONCRETE   |                            |                            |
  SLAB - TO BELOW REINFORCING STEEL       |                            |                            |
0350 518.32                   40.000  M2  |     500.00000      20000.00|     565.00000      22600.00|
  REHABILITATION OF STRUCTURAL CONCRETE   |                            |                            |
  SLAB - FULL DEPTH                       |                            |                            |
0360 518.34                    5.000  M2  |     850.00000       4250.00|     525.00000       2625.00|
  REHABILITATION OF CONCRETE CURBS AND    |                            |                            |
  SIDEWALKS - INCLINED SURFACES           |                            |                            |
0370 518.70                   10.000  M2  |    1800.00000      18000.00|     650.00000       6500.00|
  REPAIR OF OVERHEAD SURFACES < 200 MM    |                            |                            |
0380 520.202                          LUMP|   15000.00000      15000.00|    5500.00000       5500.00|
  SELF LEVELING JOINT WITHOUT NOSING      |                            |                            |
0390 520.242                   1.000  EA  |   15000.00000      15000.00|    7000.00000       7000.00|
  BRIDGE JOINT MODIFICATION TYPE 2        |                            |                            |
0400 525.26                  120.000  M2  |     125.00000      15000.00|      85.00000      10200.00|
  REPOINTING GRANITE MASONRY              |                            |                            |
0420 525.36                   45.000  M2  |     450.00000      20250.00|     450.00000      20250.00|
  GRANITE MASONRY WALL                    |                            |                            |
0430 526.301                  78.000  LS  |    7500.00000       7500.00|   10000.00000      10000.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0440 526.321                  36.000  LS  |   25000.00000      25000.00|   20000.00000      20000.00|
  PERMANENT CONCRETE BARRIER TYPE III A   |                            |                            |
0450 603.159                  64.000  M   |     120.00000       7680.00|     195.00000      12480.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0460 603.161                   7.000  M   |     160.00000       1120.00|     140.00000        980.00|
  375 MM CORRUGATED METAL PIPE            |                            |                            |
0470 603.169                  18.000  M   |     170.00000       3060.00|     212.00000       3816.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0480 603.179                  13.000  M   |     180.00000       2340.00|     245.00000       3185.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0490 603.191                   4.000  M   |     250.00000       1000.00|     204.00000        816.00|
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0500 604.072                  23.000  EA  |    2200.00000      50600.00|    1875.00000      43125.00|
  CATCH BASIN TYPE A1-C                   |                            |                            |
     LETTING DATE : 09/25/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/02
                                                                                                                   PAGE : 4
     LOCATION : SOUTH BERWICK                           TABULATION OF BIDS
                                            CONTRACT ID : 008143.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000063            |(      )
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 604.077                   4.000  EA  |    4000.00000      16000.00|    3135.00000      12540.00|
  1800MM CATCH BASIN TYPE A1-C            |                            |                            |
0520 604.092                   2.000  EA  |    2200.00000       4400.00|    1900.00000       3800.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0550 604.60                   14.000  LS  |    6000.00000       6000.00|   10000.00000      10000.00|
  CAST -IN-PLACE TRENCH DRAIN             |                            |                            |
0560 605.09                  345.000  M   |      90.00000      31050.00|      58.00000      20010.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0570 605.10                   18.000  M   |      90.00000       1620.00|      65.00000       1170.00|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0580 605.11                  560.000  M   |     100.00000      56000.00|      78.00000      43680.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0590 605.12                  100.000  M   |     120.00000      12000.00|      98.00000       9800.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0600 605.13                   42.000  M   |     130.00000       5460.00|     143.00000       6006.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0610 606.17                   96.000  M   |      65.00000       6240.00|      70.00000       6720.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0620 606.1721                  3.000  EA  |    1250.00000       3750.00|    1350.00000       4050.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0630 606.1722                  2.000  EA  |     900.00000       1800.00|     970.00000       1940.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0640 606.22                   16.000  M   |      65.00000       1040.00|      70.00000       1120.00|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0650 606.265                   2.000  EA  |      60.00000        120.00|      65.00000        130.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0660 606.35                    5.000  EA  |      30.00000        150.00|      35.00000        175.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0670 606.76                    1.000  EA  |    1500.00000       1500.00|    1650.00000       1650.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0680 606.78                    1.000  EA  |     900.00000        900.00|    1000.00000       1000.00|
  LOW VOLUME GUARDRAIL END - TYPE 3       |                            |                            |
0690 607.16                   30.000  M   |      46.00000       1380.00|      50.00000       1500.00|
  CHAIN LINK FENCE - 1.2 METER            |                            |                            |
0700 607.24                    3.000  M   |      40.00000        120.00|      45.00000        135.00|
  REMOVE AND RESET FENCE                  |                            |                            |
0710 608.08                 1330.000  M2  |      60.00000      79800.00|      48.00000      63840.00|
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0720 608.12                    2.000  M2  |     300.00000        600.00|     500.00000       1000.00|
  SLATE WALK (REMOVE & REBUILD)           |                            |                            |
     LETTING DATE : 09/25/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/02
                                                                                                                   PAGE : 5
     LOCATION : SOUTH BERWICK                           TABULATION OF BIDS
                                            CONTRACT ID : 008143.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000063            |(      )
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0730 608.252                   3.000  M2  |     300.00000        900.00|     800.00000       2400.00|
  PATIO BLOCK WALK (REMOVE & REBUILD)     |                            |                            |
0740 609.11                  600.000  M   |      60.00000      36000.00|      60.00000      36000.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0750 609.12                   35.000  M   |     110.00000       3850.00|     113.00000       3955.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0760 609.234                  10.000  EA  |     100.00000       1000.00|      95.00000        950.00|
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0770 609.237                  89.000  EA  |     175.00000      15575.00|     165.00000      14685.00|
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0780 609.31                   80.000  M   |      15.00000       1200.00|      18.00000       1440.00|
  CURB TYPE 3                             |                            |                            |
0790 609.34                   30.000  M   |      60.00000       1800.00|      60.00000       1800.00|
  CURB TYPE 5                             |                            |                            |
0800 609.35                   18.000  M   |      65.00000       1170.00|      75.00000       1350.00|
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0810 610.08                   45.000  M3  |      45.00000       2025.00|      75.00000       3375.00|
  PLAIN RIPRAP                            |                            |                            |
0820 610.09                    1.000  M3  |     750.00000        750.00|     200.00000        200.00|
  HAND LAID RIPRAP                        |                            |                            |
0830 612.06                   25.000  M2  |      12.00000        300.00|      15.00000        375.00|
  BITUMINOUS SEALING - BLACK              |                            |                            |
0840 615.07                  365.000  M3  |      45.00000      16425.00|      30.00000      10950.00|
  LOAM                                    |                            |                            |
0850 617.381                   5.000  M3  |     100.00000        500.00|      50.00000        250.00|
  EROSION CONTROL MIX                     |                            |                            |
0860 618.1301                 35.000  UN  |      38.00000       1330.00|      45.00000       1575.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0870 619.1201                 35.000  UN  |      25.00000        875.00|      30.00000       1050.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0880 620.58                  100.000  M2  |       4.00000        400.00|       4.50000        450.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0890 621.025                   9.000  EA  |      41.00000        369.00|      44.00000        396.00|
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0900 621.202                   1.000  EA  |     260.00000        260.00|     280.00000        280.00|
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
0910 621.273                   8.000  EA  |     254.00000       2032.00|     275.00000       2200.00|
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
     LETTING DATE : 09/25/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/02
                                                                                                                   PAGE : 6
     LOCATION : SOUTH BERWICK                           TABULATION OF BIDS
                                            CONTRACT ID : 008143.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000063            |(      )
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0920 621.274                  10.000  EA  |     260.00000       2600.00|     280.00000       2800.00|
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
0930 621.286                   1.000  EA  |     500.00000        500.00|     540.00000        540.00|
  LARGE DECIDUOUS TREE (75 MM - 90 MM     |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
0940 621.54                    7.000  EA  |      22.00000        154.00|      25.00000        175.00|
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0950 621.541                  55.000  EA  |      21.00000       1155.00|      25.00000       1375.00|
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0960 621.71                  542.000  EA  |       8.00000       4336.00|       9.00000       4878.00|
  HERBACEOUS PERENNIALS GROUP A           |                            |                            |
0970 621.80                           LUMP|    1990.00000       1990.00|    2500.00000       2500.00|
  ESTABLISHMENT PERIOD                    |                            |                            |
0980 622.10                    4.000  EA  |      75.00000        300.00|     100.00000        400.00|
  TRANSPLANTING SHRUB                     |                            |                            |
0990 627.71                 1270.000  M   |       0.80000       1016.00|       1.00000       1270.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
1000 627.73                  825.000  M   |       1.00000        825.00|       1.00000        825.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
1010 627.75                   65.000  M2  |      18.25000       1186.25|      20.00000       1300.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
1020 627.77                    6.000  M2  |      22.50000        135.00|      25.00000        150.00|
  REMOVING PAVEMENT MARKINGS              |                            |                            |
1030 627.78                 1020.000  M   |       1.00000       1020.00|       1.10000       1122.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
1040 629.05                   30.000  MH  |      30.00000        900.00|      28.00000        840.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1050 631.10                   20.000  HR  |      35.00000        700.00|      38.00000        760.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
1060 631.12                    5.000  HR  |      90.00000        450.00|      90.00000        450.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1070 631.172                  10.000  HR  |      45.00000        450.00|      40.00000        400.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1080 631.18                   10.000  HR  |      35.00000        350.00|      35.00000        350.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
     LETTING DATE : 09/25/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/02
                                                                                                                   PAGE : 7
     LOCATION : SOUTH BERWICK                           TABULATION OF BIDS
                                            CONTRACT ID : 008143.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000063            |(      )
                                          |C P M CONSTRUCTORS          |WYMAN & SIMPSON, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1090 631.20                    5.000  HR  |     125.00000        625.00|     150.00000        750.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1100 636.61                  108.000  M2  |     250.00000      27000.00|     350.00000      37800.00|
  SEGMENTAL RETAINING WALL - SUPPLIER     |                            |                            |
  DESIGN                                  |                            |                            |
1110 637.071                          LUMP|   10000.00000      10000.00|    7500.00000       7500.00|
  DUST CONTROL                            |                            |                            |
1120 639.18                    1.000  EA  |   10000.00000      10000.00|    7500.00000       7500.00|
  FIELD OFFICE TYPE A                     |                            |                            |
1130 642.12                    2.000  EA  |    2000.00000       4000.00|     850.00000       1700.00|
  WOODEN STEPS                            |                            |                            |
1140 642.17                    8.000  M3  |    1100.00000       8800.00|    1140.00000       9120.00|
  CAST-IN-PLACE CONCRETE STEPS            |                            |                            |
1150 643.72                           LUMP|   19000.00000      19000.00|   15000.00000      15000.00|
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
1160 652.31                   23.000  EA  |      50.00000       1150.00|      50.00000       1150.00|
  TYPE I BARRICADE                        |                            |                            |
1170 652.311                  20.000  EA  |      55.00000       1100.00|      75.00000       1500.00|
  TYPE II BARRICADE                       |                            |                            |
1180 652.312                  20.000  EA  |     150.00000       3000.00|     150.00000       3000.00|
  TYPE III BARRICADE                      |                            |                            |
1190 652.33                  100.000  EA  |      55.00000       5500.00|      30.00000       3000.00|
  DRUM                                    |                            |                            |
1200 652.34                   90.000  EA  |      20.00000       1800.00|      20.00000       1800.00|
  CONE                                    |                            |                            |
1210 652.35                  105.000  M2  |     110.00000      11550.00|     108.00000      11340.00|
  CONSTRUCTION SIGNS                      |                            |                            |
1220 652.361                 180.000  LS  |    8000.00000       8000.00|   50000.00000      50000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1230 652.38                 3550.000  MH  |      15.00000      53250.00|      16.50000      58575.00|
  FLAGGER                                 |                            |                            |
1240 656.75                           LUMP|   15000.00000      15000.00|   13000.00000      13000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1250 657.24                   28.000  UN  |       1.00000         28.00|      45.00000       1260.00|
  SEEDING PITS                            |                            |                            |
1260 658.20                   14.000  M2  |      20.00000        280.00|      25.00000        350.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1270 659.10                           LUMP|  140000.00000     140000.00|  150000.00000     150000.00|
  MOBILIZATION                            |                            |                            |
1280 660.21                 1000.000  MH  |       0.01000         10.00|       2.00000       2000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,424,960.25|             $  1,484,504.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,424,960.25|             $  1,484,504.00|              $
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