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     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00                                     COMPLETION DATE : 10/14/05
                                                           =========
   PROJECT(S):  STP-042-5974(00)X       LOCATION(S): ORRINGTON, HIGHWAY IMPROVEMENTSMAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  ORRINGTON, HIGHWAY IMPROVEMENTS                                               NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   001195         VAUGHN THIBODEAU & SONS, INC.                                          $  2,339,171.55     100.0000%
   2   000022         LANE CONSTRUCTION CORP. (THE)                                          $  2,620,692.06     112.0351%
   3   000649         SARGENT & SARGENT, INC.                                                $  2,688,874.85     114.9499%
   4   000164         C P M CONSTRUCTORS                                                     $  2,747,132.50     117.4404%
====================================================================================================================================
                                          |(   1  ) 001195             |(   2  ) 000022             |(   3  ) 000649
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.600  HA  |    8500.00000       5100.00|    7000.00000       4200.00|   25000.00000       15000.00
  CLEARING                                |                            |                            |
0020 201.23                   47.000  EA  |     385.00000      18095.00|     250.00000      11750.00|     350.00000       16450.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   62.000  EA  |     225.00000      13950.00|     300.00000      18600.00|     250.00000       15500.00
  REMOVING STUMP                          |                            |                            |
0040 202.12                   52.000  M3  |      65.40000       3400.80|     100.00000       5200.00|      50.00000        2600.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0050 202.203                  73.000  M2  |      12.00000        876.00|      14.00000       1022.00|      20.00000        1460.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                11400.000  M3  |      10.46000     119244.00|      17.00000     193800.00|      12.00000      136800.00
  COMMON EXCAVATION                       |                            |                            |
0070 203.21                  790.000  M3  |      58.00000      45820.00|      60.00000      47400.00|      85.00000       67150.00
  ROCK EXCAVATION                         |                            |                            |
0080 203.211                  35.000  M   |     103.50000       3622.50|     100.00000       3500.00|      25.00000         875.00
  PRESPLITTING ROCK                       |                            |                            |
0090 203.25                  140.000  M3  |      21.58000       3021.20|      24.00000       3360.00|      24.00000        3360.00
  GRANULAR BORROW                         |                            |                            |
0100 206.061                 100.000  M3  |      32.70000       3270.00|      40.00000       4000.00|      24.00000        2400.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0110 206.07                  200.000  M3  |     195.75000      39150.00|     125.00000      25000.00|     120.00000       24000.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000649
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10                15300.000  M3  |      21.58000     330174.00|      24.00000     367200.00|      20.00000      306000.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0130 310.24                 8810.000  M2  |       9.20000      81052.00|       8.90000      78409.00|      10.00000       88100.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  100 MM DEPTH                            |                            |                            |
0140 403.207               10200.000  MG  |      44.00000     448800.00|      39.00000     397800.00|      43.00000      438600.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                2700.000  MG  |      44.00000     118800.00|      42.25000     114075.00|      46.50000      125550.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0160 403.209                 330.000  MG  |     121.25000      40012.50|     115.00000      37950.00|     126.50000       41745.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.213                3000.000  MG  |      44.00000     132000.00|      42.25000     126750.00|      46.50000      139500.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0180 409.15                 1750.000  L   |       1.33000       2327.50|       1.40000       2450.00|       1.54000        2695.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0190 508.13                   25.000  LS  |    2500.00000       2500.00|    1500.00000       1500.00|    5000.00000        5000.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0200 526.301                 200.000  LS  |   20000.00000      20000.00|    8000.00000       8000.00|    7500.00000        7500.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 534.71                   13.000  LS  |   50000.00000      50000.00|   40000.00000      40000.00|   30000.00000       30000.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0220 603.159                 140.000  M   |     168.00000      23520.00|     155.00000      21700.00|     140.00000       19600.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.179                 120.000  M   |     235.20000      28224.00|     165.00000      19800.00|     160.00000       19200.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.199                  46.000  M   |     246.00000      11316.00|     185.00000       8510.00|     220.00000       10120.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.1991                  7.000  M   |     570.00000       3990.00|     180.00000       1260.00|     300.00000        2100.00
  LINER FOR 600 MM CMP CULVERT            |                            |                            |
0260 603.209                  16.000  M   |     291.20000       4659.20|     220.00000       3520.00|     280.00000        4480.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0270 603.239                  29.000  M   |     393.00000      11397.00|     400.00000      11600.00|     450.00000       13050.00
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0280 603.249                  29.000  M   |     492.00000      14268.00|     420.00000      12180.00|     500.00000       14500.00
  1350 MM CULVERT PIPE OPTION III         |                            |                            |
0290 603.259                  35.000  M   |     492.00000      17220.00|     440.00000      15400.00|     600.00000       21000.00
  1500 MM CULVERT PIPE OPTION III         |                            |                            |
0300 603.76                    4.000  EA  |     180.00000        720.00|     200.00000        800.00|     375.00000        1500.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0310 603.78                    1.000  EA  |     200.00000        200.00|     210.00000        210.00|     425.00000         425.00
  450 MM INLET GRATE UNIT                 |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000649
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 604.092                  31.000  EA  |    2400.00000      74400.00|    2200.00000      68200.00|    2400.00000       74400.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0330 604.096                   2.000  EA  |    2500.00000       5000.00|    2600.00000       5200.00|    3200.00000        6400.00
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0340 604.18                    4.000  EA  |     400.00000       1600.00|     600.00000       2400.00|     325.00000        1300.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0350 604.2402                  7.000  EA  |    2700.00000      18900.00|    2400.00000      16800.00|    2500.00000       17500.00
  BEHIND CURB CATCH BASIN                 |                            |                            |
0360 604.244                   1.000  EA  |    1200.00000       1200.00|    1600.00000       1600.00|    1500.00000        1500.00
  CATCH BASIN TYPE F4                     |                            |                            |
0370 604.262                   6.000  EA  |    2700.00000      16200.00|    2200.00000      13200.00|    2400.00000       14400.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0380 605.09                 1550.000  M   |      72.80000     112840.00|      80.00000     124000.00|      85.00000      131750.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0390 605.10                   50.000  M   |      72.80000       3640.00|      80.00000       4000.00|      70.00000        3500.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0400 605.11                  620.000  M   |      84.00000      52080.00|     120.00000      74400.00|     120.00000       74400.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0410 605.13                  730.000  M   |     145.60000     106288.00|     130.00000      94900.00|     140.00000      102200.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0420 605.15                   62.000  M   |     156.80000       9721.60|     150.00000       9300.00|     200.00000       12400.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0430 605.17                   51.000  M   |     166.80000       8506.80|     180.00000       9180.00|     240.00000       12240.00
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0440 606.23                  520.000  M   |      52.80000      27456.00|      46.65000      24258.00|      52.00000       27040.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0450 606.231                  53.000  M   |      60.50000       3206.50|      56.70000       3005.10|      62.50000        3312.50
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0460 606.232                   4.000  M   |      60.50000        242.00|      57.30000        229.20|      62.50000         250.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0470 606.265                  12.000  EA  |      38.50000        462.00|      34.45000        413.40|      38.50000         462.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0480 606.35                   32.000  EA  |      33.00000       1056.00|      20.00000        640.00|      22.00000         704.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0490 606.363                 260.000  M   |       7.70000       2002.00|       8.00000       2080.00|       8.80000        2288.00
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0500 606.47                    5.000  EA  |      22.00000        110.00|      21.00000        105.00|      23.10000         115.50
  SINGLE WOOD POST                        |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 4
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000649
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 606.51                    1.000  EA  |     275.00000        275.00|     525.00000        525.00|     600.00000         600.00
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0520 606.79                    6.000  EA  |    1760.00000      10560.00|    1395.00000       8370.00|    1500.00000        9000.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0530 607.24                   31.000  M   |      66.75000       2069.25|      58.00000       1798.00|      64.00000        1984.00
  REMOVE AND RESET FENCE                  |                            |                            |
0540 608.07                    1.000  M2  |      65.00000         65.00|     600.00000        600.00|     125.00000         125.00
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
0550 609.19                   19.200  M   |      76.00000       1459.20|      90.00000       1728.00|      75.00000        1440.00
  VERTICAL CURB TYPE 2                    |                            |                            |
0560 609.244                   2.000  EA  |     150.00000        300.00|     160.00000        320.00|     150.00000         300.00
  TERMINAL CURB TYPE 2 - 1.2 METER        |                            |                            |
0570 609.247                   4.000  EA  |     193.00000        772.00|     220.00000        880.00|     200.00000         800.00
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0580 609.26                    6.000  EA  |     290.00000       1740.00|     340.00000       2040.00|     300.00000        1800.00
  CURB TRANSITION SECTION B TYPE 1        |                            |                            |
0590 609.31                 2350.000  M   |       9.85000      23147.50|      18.00000      42300.00|      20.00000       47000.00
  CURB TYPE 3                             |                            |                            |
0600 610.08                  230.000  M3  |      45.78000      10529.40|      35.00000       8050.00|      60.00000       13800.00
  PLAIN RIPRAP                            |                            |                            |
0610 613.319                 160.000  M2  |       3.58000        572.80|       2.50000        400.00|       2.00000         320.00
  EROSION CONTROL BLANKET                 |                            |                            |
0620 615.07                 1200.000  M3  |      32.70000      39240.00|      32.00000      38400.00|       8.00000        9600.00
  LOAM                                    |                            |                            |
0630 618.1301                 77.000  UN  |      24.00000       1848.00|      21.00000       1617.00|      23.10000        1778.70
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0640 618.1401                 42.000  UN  |      13.00000        546.00|      11.00000        462.00|      12.10000         508.20
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0650 618.1411                 37.000  UN  |      34.00000       1258.00|      30.00000       1110.00|      33.00000        1221.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0660 618.15                   59.000  KG  |       2.00000        118.00|       1.00000         59.00|       1.10000          64.90
  TEMPORARY SEEDING                       |                            |                            |
0670 618.25                    3.000  M3  |      28.00000         84.00|      25.00000         75.00|      27.50000          82.50
  APPLIED WATER                           |                            |                            |
0680 619.1201                330.000  UN  |       7.70000       2541.00|       7.00000       2310.00|       7.70000        2541.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0690 620.58                  760.000  M2  |       3.00000       2280.00|       3.00000       2280.00|       1.00000         760.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0700 621.037                  40.000  EA  |      94.60000       3784.00|      86.00000       3440.00|      94.60000        3784.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 5
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000649
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 621.126                   7.000  EA  |      77.00000        539.00|      70.00000        490.00|      77.00000         539.00
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
0720 621.249                  10.000  EA  |      71.50000        715.00|      65.00000        650.00|      71.50000         715.00
  LARGE DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
0730 621.273                  10.000  EA  |     303.00000       3030.00|     275.00000       2750.00|     302.50000        3025.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0740 621.397                  12.000  EA  |      50.00000        600.00|      45.00000        540.00|      49.50000         594.00
  DWARF EVERGREENS (450 MM - 600 MM)      |                            |                            |
  GROUP C                                 |                            |                            |
0750 621.546                  24.000  EA  |      35.20000        844.80|      32.00000        768.00|      35.20000         844.80
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0760 621.552                  12.000  EA  |      44.00000        528.00|      40.00000        480.00|      44.00000         528.00
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0770 621.80                           LUMP|    1700.00000       1700.00|    1500.00000       1500.00|    1650.00000        1650.00
  ESTABLISHMENT PERIOD                    |                            |                            |
0780 627.18                   11.000  M   |      10.00000        110.00|       6.56000         72.16|       7.25000          79.75
  300 MM SOLID WHITE PAVEMENT MARK LINE   |                            |                            |
0790 627.711                7400.000  M   |       0.60000       4440.00|       0.49000       3626.00|       0.55000        4070.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0800 627.75                   25.000  M2  |      45.00000       1125.00|      21.52000        538.00|      43.00000        1075.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0810 627.76                           LUMP|    4000.00000       4000.00|    3000.00000       3000.00|    5000.00000        5000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0820 629.05                   80.000  HR  |      28.00000       2240.00|      25.00000       2000.00|      24.00000        1920.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0830 631.10                    8.000  HR  |      65.00000        520.00|      40.00000        320.00|      30.00000         240.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0840 631.11                    8.000  HR  |      50.00000        400.00|      35.00000        280.00|      30.00000         240.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0850 631.12                   16.000  HR  |     110.00000       1760.00|     100.00000       1600.00|     100.00000        1600.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0860 631.131                   8.000  HR  |      85.00000        680.00|      75.00000        600.00|      90.00000         720.00
  SMALL BULLDOZER-GRADER (INCLUDING       |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 6
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000649
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 631.14                   16.000  HR  |     125.00000       2000.00|     110.00000       1760.00|     100.00000        1600.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0880 631.172                  16.000  HR  |      60.00000        960.00|      50.00000        800.00|      48.00000         768.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0890 631.20                   16.000  HR  |     120.00000       1920.00|     130.00000       2080.00|      90.00000        1440.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0900 631.22                   16.000  HR  |      85.00000       1360.00|      70.00000       1120.00|      90.00000        1440.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0910 631.32                    8.000  HR  |     145.00000       1160.00|     130.00000       1040.00|     125.00000        1000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0920 637.071                          LUMP|   15000.00000      15000.00|   30000.00000      30000.00|   50000.00000       50000.00
  DUST CONTROL                            |                            |                            |
0930 639.18                    1.000  EA  |   12000.00000      12000.00|   12000.00000      12000.00|   10000.00000       10000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0940 642.17                    2.000  M3  |    1800.00000       3600.00|    2500.00000       5000.00|     750.00000        1500.00
  CAST-IN-PLACE CONCRETE STEPS            |                            |                            |
0950 645.106                  10.000  EA  |     300.00000       3000.00|      60.00000        600.00|     175.00000        1750.00
  DEMOUNT REGULATORY, WARNING,            |                            |                            |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                            |                            |
  SIGN                                    |                            |                            |
0960 645.108                  10.000  EA  |     100.00000       1000.00|      60.00000        600.00|     180.00000        1800.00
  DEMOUNT POLE                            |                            |                            |
0970 645.116                   2.000  EA  |     200.00000        400.00|     120.00000        240.00|     330.00000         660.00
  REINSTALL REGULATORY, WARNING,          |                            |                            |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                            |                            |
  SIGN                                    |                            |                            |
0980 645.118                   2.000  EA  |     200.00000        400.00|     220.00000        440.00|     275.00000         550.00
  REINSTALL POLE                          |                            |                            |
0990 645.292                   8.000  M2  |     100.00000        800.00|     500.00000       4000.00|     275.00000        2200.00
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                            |                            |
1000 652.38                 5000.000  HR  |      12.75000      63750.00|      13.00000      65000.00|      14.00000       70000.00
  FLAGGER                                 |                            |                            |
1010 652.39                           LUMP|    6000.00000       6000.00|   35000.00000      35000.00|   35000.00000       35000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
1020 656.75                           LUMP|   10000.00000      10000.00|   30000.00000      30000.00|   50000.00000       50000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1030 657.24                  130.000  UN  |      20.00000       2600.00|      18.00000       2340.00|      10.00000        1300.00
  SEEDING PITS                            |                            |                            |
1040 658.20                   36.000  M2  |      10.00000        360.00|      17.70000        637.20|      20.00000         720.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 7
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000649
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1050 659.10                           LUMP|   40000.00000      40000.00|  245000.00000     245000.00|  268100.00000      268100.00
  MOBILIZATION                            |                            |                            |
1060 660.21                 2000.000  HR  |       1.00000       2000.00|       1.00000       2000.00|       2.00000        4000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1070 812.162                   7.000  EA  |     400.00000       2800.00|     600.00000       4200.00|     325.00000        2275.00
  ADJUST SEWER MANHOLE TO GRADE           |                            |                            |
     SECTION TOTALS                       |             $  2,339,171.55|             $  2,620,692.06|              $  2,688,874.85
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,339,171.55|             $  2,620,692.06|              $  2,688,874.85
====================================================================================================================================
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 8
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.600  HA  |   10000.00000       6000.00|                            |
  CLEARING                                |                            |                            |
0020 201.23                   47.000  EA  |     400.00000      18800.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   62.000  EA  |     225.00000      13950.00|                            |
  REMOVING STUMP                          |                            |                            |
0040 202.12                   52.000  M3  |      25.00000       1300.00|                            |
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0050 202.203                  73.000  M2  |      12.00000        876.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                11400.000  M3  |      13.25000     151050.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0070 203.21                  790.000  M3  |      52.00000      41080.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0080 203.211                  35.000  M   |     100.00000       3500.00|                            |
  PRESPLITTING ROCK                       |                            |                            |
0090 203.25                  140.000  M3  |      18.00000       2520.00|                            |
  GRANULAR BORROW                         |                            |                            |
0100 206.061                 100.000  M3  |      28.00000       2800.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0110 206.07                  200.000  M3  |     100.00000      20000.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0120 304.10                15300.000  M3  |      25.00000     382500.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0130 310.24                 8810.000  M2  |      18.00000     158580.00|                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  100 MM DEPTH                            |                            |                            |
0140 403.207               10200.000  MG  |      44.00000     448800.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                2700.000  MG  |      44.00000     118800.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0160 403.209                 330.000  MG  |     121.25000      40012.50|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.213                3000.000  MG  |      44.00000     132000.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0180 409.15                 1750.000  L   |       1.33000       2327.50|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 9
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 508.13                   25.000  LS  |     400.00000        400.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0200 526.301                 200.000  LS  |   10000.00000      10000.00|                            |
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 534.71                   13.000  LS  |   40000.00000      40000.00|                            |
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0220 603.159                 140.000  M   |     130.00000      18200.00|                            |
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.179                 120.000  M   |     137.00000      16440.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.199                  46.000  M   |     260.00000      11960.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.1991                  7.000  M   |     295.00000       2065.00|                            |
  LINER FOR 600 MM CMP CULVERT            |                            |                            |
0260 603.209                  16.000  M   |     335.00000       5360.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0270 603.239                  29.000  M   |     500.00000      14500.00|                            |
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0280 603.249                  29.000  M   |     564.00000      16356.00|                            |
  1350 MM CULVERT PIPE OPTION III         |                            |                            |
0290 603.259                  35.000  M   |     482.00000      16870.00|                            |
  1500 MM CULVERT PIPE OPTION III         |                            |                            |
0300 603.76                    4.000  EA  |     150.00000        600.00|                            |
  300 MM INLET GRATE UNIT                 |                            |                            |
0310 603.78                    1.000  EA  |     170.00000        170.00|                            |
  450 MM INLET GRATE UNIT                 |                            |                            |
0320 604.092                  31.000  EA  |    2000.00000      62000.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0330 604.096                   2.000  EA  |    4000.00000       8000.00|                            |
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0340 604.18                    4.000  EA  |     650.00000       2600.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0350 604.2402                  7.000  EA  |    2270.00000      15890.00|                            |
  BEHIND CURB CATCH BASIN                 |                            |                            |
0360 604.244                   1.000  EA  |    1700.00000       1700.00|                            |
  CATCH BASIN TYPE F4                     |                            |                            |
0370 604.262                   6.000  EA  |    1950.00000      11700.00|                            |
  CATCH BASIN TYPE B5-C                   |                            |                            |
0380 605.09                 1550.000  M   |      80.00000     124000.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 10
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 605.10                   50.000  M   |      80.00000       4000.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0400 605.11                  620.000  M   |      95.00000      58900.00|                            |
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0410 605.13                  730.000  M   |     111.00000      81030.00|                            |
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0420 605.15                   62.000  M   |     145.00000       8990.00|                            |
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0430 605.17                   51.000  M   |     180.00000       9180.00|                            |
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0440 606.23                  520.000  M   |      47.00000      24440.00|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0450 606.231                  53.000  M   |      51.00000       2703.00|                            |
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0460 606.232                   4.000  M   |      51.00000        204.00|                            |
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0470 606.265                  12.000  EA  |      60.00000        720.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0480 606.35                   32.000  EA  |      35.00000       1120.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0490 606.363                 260.000  M   |      12.00000       3120.00|                            |
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0500 606.47                    5.000  EA  |      45.00000        225.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0510 606.51                    1.000  EA  |     300.00000        300.00|                            |
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0520 606.79                    6.000  EA  |    2100.00000      12600.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0530 607.24                   31.000  M   |      65.00000       2015.00|                            |
  REMOVE AND RESET FENCE                  |                            |                            |
0540 608.07                    1.000  M2  |     475.00000        475.00|                            |
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
0550 609.19                   19.200  M   |      75.00000       1440.00|                            |
  VERTICAL CURB TYPE 2                    |                            |                            |
0560 609.244                   2.000  EA  |     136.00000        272.00|                            |
  TERMINAL CURB TYPE 2 - 1.2 METER        |                            |                            |
0570 609.247                   4.000  EA  |     190.00000        760.00|                            |
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0580 609.26                    6.000  EA  |     290.00000       1740.00|                            |
  CURB TRANSITION SECTION B TYPE 1        |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 11
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 609.31                 2350.000  M   |       9.85000      23147.50|                            |
  CURB TYPE 3                             |                            |                            |
0600 610.08                  230.000  M3  |      55.00000      12650.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0610 613.319                 160.000  M2  |       5.00000        800.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0620 615.07                 1200.000  M3  |      30.00000      36000.00|                            |
  LOAM                                    |                            |                            |
0630 618.1301                 77.000  UN  |      22.00000       1694.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0640 618.1401                 42.000  UN  |      12.00000        504.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0650 618.1411                 37.000  UN  |      33.00000       1221.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0660 618.15                   59.000  KG  |       1.00000         59.00|                            |
  TEMPORARY SEEDING                       |                            |                            |
0670 618.25                    3.000  M3  |      27.00000         81.00|                            |
  APPLIED WATER                           |                            |                            |
0680 619.1201                330.000  UN  |       8.00000       2640.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0690 620.58                  760.000  M2  |       4.00000       3040.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0700 621.037                  40.000  EA  |      86.00000       3440.00|                            |
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0710 621.126                   7.000  EA  |      70.00000        490.00|                            |
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
0720 621.249                  10.000  EA  |      65.00000        650.00|                            |
  LARGE DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
0730 621.273                  10.000  EA  |     275.00000       2750.00|                            |
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0740 621.397                  12.000  EA  |      45.00000        540.00|                            |
  DWARF EVERGREENS (450 MM - 600 MM)      |                            |                            |
  GROUP C                                 |                            |                            |
0750 621.546                  24.000  EA  |      32.00000        768.00|                            |
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0760 621.552                  12.000  EA  |      40.00000        480.00|                            |
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 12
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 621.80                           LUMP|    1500.00000       1500.00|                            |
  ESTABLISHMENT PERIOD                    |                            |                            |
0780 627.18                   11.000  M   |      18.00000        198.00|                            |
  300 MM SOLID WHITE PAVEMENT MARK LINE   |                            |                            |
0790 627.711                7400.000  M   |       0.54000       3996.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0800 627.75                   25.000  M2  |      23.00000        575.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0810 627.76                           LUMP|    4200.00000       4200.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0820 629.05                   80.000  HR  |      35.00000       2800.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0830 631.10                    8.000  HR  |      45.00000        360.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0840 631.11                    8.000  HR  |      45.00000        360.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0850 631.12                   16.000  HR  |     125.00000       2000.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0860 631.131                   8.000  HR  |     100.00000        800.00|                            |
  SMALL BULLDOZER-GRADER (INCLUDING       |                            |                            |
  OPERATOR)                               |                            |                            |
0870 631.14                   16.000  HR  |     150.00000       2400.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0880 631.172                  16.000  HR  |      65.00000       1040.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0890 631.20                   16.000  HR  |     170.00000       2720.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0900 631.22                   16.000  HR  |      75.00000       1200.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0910 631.32                    8.000  HR  |     400.00000       3200.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0920 637.071                          LUMP|   22000.00000      22000.00|                            |
  DUST CONTROL                            |                            |                            |
0930 639.18                    1.000  EA  |   13000.00000      13000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0940 642.17                    2.000  M3  |    1000.00000       2000.00|                            |
  CAST-IN-PLACE CONCRETE STEPS            |                            |                            |
     LETTING DATE : 11/17/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/17/04
                                                                                                                   PAGE : 13
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 005974.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 645.106                  10.000  EA  |     180.00000       1800.00|                            |
  DEMOUNT REGULATORY, WARNING,            |                            |                            |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                            |                            |
  SIGN                                    |                            |                            |
0960 645.108                  10.000  EA  |     180.00000       1800.00|                            |
  DEMOUNT POLE                            |                            |                            |
0970 645.116                   2.000  EA  |     500.00000       1000.00|                            |
  REINSTALL REGULATORY, WARNING,          |                            |                            |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                            |                            |
  SIGN                                    |                            |                            |
0980 645.118                   2.000  EA  |     120.00000        240.00|                            |
  REINSTALL POLE                          |                            |                            |
0990 645.292                   8.000  M2  |     220.00000       1760.00|                            |
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                            |                            |
1000 652.38                 5000.000  HR  |      13.00000      65000.00|                            |
  FLAGGER                                 |                            |                            |
1010 652.39                           LUMP|   40000.00000      40000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
1020 656.75                           LUMP|   37000.00000      37000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1030 657.24                  130.000  UN  |      18.00000       2340.00|                            |
  SEEDING PITS                            |                            |                            |
1040 658.20                   36.000  M2  |      18.00000        648.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1050 659.10                           LUMP|  300000.00000     300000.00|                            |
  MOBILIZATION                            |                            |                            |
1060 660.21                 2000.000  HR  |       0.10000        200.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1070 812.162                   7.000  EA  |     300.00000       2100.00|                            |
  ADJUST SEWER MANHOLE TO GRADE           |                            |                            |
     SECTION TOTALS                       |             $  2,747,132.50|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,747,132.50|             $          0.00|              $
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