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     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 1
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10                                     COMPLETION DATE : 10/01/05
                                                           =========
   PROJECT(S):  NH-9184(10)E            LOCATION(S): BETHEL                         MAINE STATE DEPARTMENT OF TRANSPORTATION
                NH-9184(20)E                         GILEAD
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  RURAL HIGHWAY CONSTRUCTION                                                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000036         H E SARGENT, INC.                                                      $  7,476,635.50     100.0000%
   2   001094         K & K EXCAVATION, INC.                                                 $  7,665,272.16     102.5230%
   3   000340         ALVIN J COLEMAN & SON INC.                                             $  8,145,505.97     108.9461%
   4   000649         SARGENT & SARGENT, INC.                                                $  9,358,411.00     125.1687%
====================================================================================================================================
                                          |(   1  ) 000036             |(   2  ) 001094             |(   3  ) 000340
                                          |H E SARGENT, INC.           |K & K EXCAVATION, INC.      |ALVIN J COLEMAN & SON 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                    9.000  HA  |    4000.00000      36000.00|    7000.00000      63000.00|   13850.00000      124650.00
  CLEARING                                |                            |                            |
0020 201.23                   26.000  EA  |     250.00000       6500.00|     300.00000       7800.00|     350.00000        9100.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   43.000  EA  |     200.00000       8600.00|     175.00000       7525.00|     250.00000       10750.00
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|    5000.00000       5000.00|    2500.00000       2500.00|   15000.00000       15000.00
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 202.08                           LUMP|    5000.00000       5000.00|    2500.00000       2500.00|   12000.00000       12000.00
  REMOVING BUILDING NO.: 2                |                            |                            |
0060 202.17                   37.000  LS  |   10500.00000      10500.00|    2500.00000       2500.00|   15000.00000       15000.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0070 202.202                 910.000  M2  |      11.00000      10010.00|       6.50000       5915.00|      20.00000       18200.00
  REMOVING PAVEMENT SURFACE               |                            |                            |
0080 202.203                 310.000  M2  |      25.30000       7843.00|      13.00000       4030.00|      13.00000        4030.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0090 203.20               114900.000  M3  |       7.99000     918051.00|       7.00000     804300.00|       7.00000      804300.00
  COMMON EXCAVATION                       |                            |                            |
0100 203.21                11200.000  M3  |      17.00000     190400.00|      55.00000     616000.00|      31.20000      349440.00
  ROCK EXCAVATION                         |                            |                            |
0110 203.25                  429.000  M3  |       2.50000       1072.50|      16.00000       6864.00|      22.00000        9438.00
  GRANULAR BORROW                         |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 2
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 001094            |(   3  ) 000340
                                          |H E SARGENT, INC.           |K & K EXCAVATION, INC.      |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 206.061                 100.000  M3  |       9.00000        900.00|      20.00000       2000.00|      18.00000        1800.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0130 206.07                   60.000  M3  |      90.00000       5400.00|     100.00000       6000.00|      98.00000        5880.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0140 304.10                81400.000  M3  |      11.30000     919820.00|      16.00000    1302400.00|      13.50000     1098900.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0150 310.13               117500.000  M2  |       5.30000     622750.00|       6.00000     705000.00|       5.26000      618050.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT     |                            |                            |
0160 403.207               17700.000  MG  |      44.50000     787650.00|      44.53000     788181.00|      44.53000      788181.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0170 403.208               10550.000  MG  |      44.50000     469475.00|      44.53000     469791.50|      44.53000      469791.50
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0180 403.209                 866.000  MG  |     105.00000      90930.00|     105.00000      90930.00|     104.72000       90687.52
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0190 409.15                 9450.000  L   |       1.00000       9450.00|       0.95000       8977.50|       1.06000       10017.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0200 411.12                    9.000  MG  |      23.00000        207.00|      75.00000        675.00|      36.00000         324.00
  CRUSHED STONE SURFACE                   |                            |                            |
0210 502.219                  67.000  LS  |  120000.00000     120000.00|   39000.00000      39000.00|   71600.00000       71600.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0220 503.14                 9500.000  KG  |       0.85000       8075.00|       0.78000       7410.00|       2.00000       19000.00
  EPOXY COATED REINFORCING STEEL,         |                            |                            |
  FABRICATED AND DELIVERED                |                            |                            |
0230 503.15                 9500.000  KG  |       1.60000      15200.00|       0.89000       8455.00|       2.00000       19000.00
  EPOXY COATED REINFORCING STEEL PLACING  |                            |                            |
0240 507.0811                 99.000  LS  |   30000.00000      30000.00|   41200.00000      41200.00|   26200.00000       26200.00
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0250 508.13                  120.000  LS  |    5000.00000       5000.00|    2470.00000       2470.00|    2500.00000        2500.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0260 509.12                 2540.000  LS  |   55000.00000      55000.00|   17000.00000      17000.00|   24600.00000       24600.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0270 511.07                           LUMP|   32000.00000      32000.00|   30000.00000      30000.00|   15000.00000       15000.00
  COFFERDAM:                              |                            |                            |
0280 514.06                    2.000  EA  |     800.00000       1600.00|     710.00000       1420.00|     500.00000        1000.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0290 515.21                  326.000  LS  |    2500.00000       2500.00|    1900.00000       1900.00|    3600.00000        3600.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 3
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 001094            |(   3  ) 000340
                                          |H E SARGENT, INC.           |K & K EXCAVATION, INC.      |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 526.34                    4.000  EA  |    2200.00000       8800.00|    1310.00000       5240.00|    1500.00000        6000.00
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0310 534.71                   25.300  LS  |   40000.00000      40000.00|   10300.00000      10300.00|   46385.00000       46385.00
  PRECAST CONCRETE BOX CULVERT Sta.       |                            |                            |
  15+094.737                              |                            |                            |
0320 534.71                  106.400  LS  |   65000.00000      65000.00|   43600.00000      43600.00|   71990.00000       71990.00
  PRECAST CONCRETE BOX CULVERT Sta.       |                            |                            |
  18+769.774                              |                            |                            |
0330 534.71                  135.000  LS  |   80000.00000      80000.00|   31500.00000      31500.00|   96050.00000       96050.00
  PRECAST CONCRETE BOX CULVERT Sta.       |                            |                            |
  19+084.815                              |                            |                            |
0340 603.159                 180.000  M   |      99.00000      17820.00|     150.00000      27000.00|     110.00000       19800.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0350 603.16                   55.000  M   |      85.00000       4675.00|      70.00000       3850.00|      70.00000        3850.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0360 603.17                   73.000  M   |      97.00000       7081.00|     110.00000       8030.00|     105.00000        7665.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0370 603.179                 290.000  M   |     115.00000      33350.00|     150.00000      43500.00|     150.00000       43500.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0380 603.199                 214.000  M   |     147.00000      31458.00|     180.00000      38520.00|     130.00000       27820.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0390 603.209                  25.000  M   |     177.00000       4425.00|     250.00000       6250.00|     175.00000        4375.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0400 603.219                  32.000  M   |     197.00000       6304.00|     300.00000       9600.00|     200.00000        6400.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0410 603.229                  27.000  M   |     425.00000      11475.00|     400.00000      10800.00|     250.00000        6750.00
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0420 603.259                   3.000  M   |    1400.00000       4200.00|     800.00000       2400.00|     400.00000        1200.00
  1500 MM CULVERT PIPE OPTION III         |                            |                            |
0430 603.76                    1.000  EA  |     350.00000        350.00|     300.00000        300.00|     500.00000         500.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0440 604.092                  71.000  EA  |    1700.00000     120700.00|    1400.00000      99400.00|    1500.00000      106500.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0450 604.096                   2.000  EA  |    2200.00000       4400.00|    2500.00000       5000.00|    2000.00000        4000.00
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0460 604.15                    1.000  EA  |    2600.00000       2600.00|    1500.00000       1500.00|    1600.00000        1600.00
  MANHOLE                                 |                            |                            |
0470 604.2403                  1.000  EA  |    1100.00000       1100.00|     700.00000        700.00|     500.00000         500.00
  CATCH BASIN INLET ASSEMBLY              |                            |                            |
0480 604.244                   2.000  EA  |    1300.00000       2600.00|    1000.00000       2000.00|    1100.00000        2200.00
  CATCH BASIN TYPE F4                     |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 4
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 001094            |(   3  ) 000340
                                          |H E SARGENT, INC.           |K & K EXCAVATION, INC.      |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 604.246                   2.000  EA  |    1400.00000       2800.00|    1200.00000       2400.00|    1000.00000        2000.00
  CATCH BASIN TYPE F5                     |                            |                            |
0500 604.262                   1.000  EA  |    1700.00000       1700.00|    2000.00000       2000.00|    1500.00000        1500.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0510 605.09                 2400.000  M   |      64.00000     153600.00|      55.00000     132000.00|      63.00000      151200.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0520 605.10                   35.000  M   |      64.00000       2240.00|      75.00000       2625.00|      80.00000        2800.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0530 605.11                 2150.000  M   |     100.00000     215000.00|      80.00000     172000.00|      95.00000      204250.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0540 605.12                  380.000  M   |     106.00000      40280.00|     100.00000      38000.00|     110.00000       41800.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0550 605.13                  290.000  M   |     116.00000      33640.00|     100.00000      29000.00|     130.00000       37700.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0560 605.15                   40.000  M   |    2000.00000      80000.00|     130.00000       5200.00|     110.00000        4400.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0570 606.1721                  4.000  EA  |    4700.00000      18800.00|    1100.00000       4400.00|    1200.00000        4800.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0580 606.23                 2840.000  M   |      33.00000      93720.00|      32.00000      90880.00|      32.70000       92868.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0590 606.231                  22.000  M   |      40.00000        880.00|      36.00000        792.00|      40.00000         880.00
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0600 606.232                   7.000  M   |      40.00000        280.00|      36.00000        252.00|      40.00000         280.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0610 606.258                   1.000  EA  |    1500.00000       1500.00|    1500.00000       1500.00|    1450.00000        1450.00
  CABLE RELEASING TERMINAL ANCHORAGE      |                            |                            |
  ASSEMBLY                                |                            |                            |
0620 606.265                   3.000  EA  |      25.00000         75.00|      40.00000        120.00|      25.00000          75.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0630 606.35                   35.000  EA  |      25.00000        875.00|      25.00000        875.00|      25.00000         875.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0640 606.363                 200.000  M   |       4.00000        800.00|       5.00000       1000.00|       4.00000         800.00
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0650 606.369                 940.000  M   |       5.00000       4700.00|       7.00000       6580.00|       5.00000        4700.00
  GUARDRAIL REMOVED AND STACKED           |                            |                            |
0660 606.79                   16.000  EA  |    1200.00000      19200.00|    1300.00000      20800.00|    1200.00000       19200.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0670 608.07                    9.000  M2  |      90.00000        810.00|      95.00000        855.00|      50.00000         450.00
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 5
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 001094            |(   3  ) 000340
                                          |H E SARGENT, INC.           |K & K EXCAVATION, INC.      |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 608.08                   40.000  M2  |     110.00000       4400.00|      95.00000       3800.00|      75.00000        3000.00
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0690 609.26                    2.000  EA  |     200.00000        400.00|     500.00000       1000.00|     150.00000         300.00
  CURB TRANSITION SECTION B TYPE 1        |                            |                            |
0700 609.31                 5995.000  M   |       7.00000      41965.00|      10.00000      59950.00|      10.00000       59950.00
  CURB TYPE 3                             |                            |                            |
0710 610.07                   31.000  M3  |      37.00000       1147.00|      35.00000       1085.00|      28.00000         868.00
  STONE FILL                              |                            |                            |
0720 610.08                 1436.000  M3  |      46.00000      66056.00|      60.00000      86160.00|      24.00000       34464.00
  PLAIN RIPRAP                            |                            |                            |
0730 610.18                  170.000  M3  |      36.00000       6120.00|      57.00000       9690.00|      35.00000        5950.00
  STONE DITCH PROTECTION                  |                            |                            |
0740 612.06                 1975.000  M2  |       4.00000       7900.00|       3.54000       6991.50|       3.54000        6991.50
  BITUMINOUS SEALING - BLACK              |                            |                            |
0750 613.319                6420.000  M2  |       1.30000       8346.00|       2.75000      17655.00|       1.50000        9630.00
  EROSION CONTROL BLANKET                 |                            |                            |
0760 615.07                 6800.000  M3  |      27.00000     183600.00|      25.00000     170000.00|      25.00000      170000.00
  LOAM                                    |                            |                            |
0770 618.1301                163.000  UN  |      12.00000       1956.00|      25.00000       4075.00|      15.00000        2445.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0780 618.1401                520.000  UN  |      12.00000       6240.00|      15.00000       7800.00|      15.50000        8060.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0790 618.1411                530.000  UN  |      30.00000      15900.00|      30.00000      15900.00|      30.00000       15900.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0800 618.15                  460.000  KG  |       1.50000        690.00|       5.00000       2300.00|       3.00000        1380.00
  TEMPORARY SEEDING                       |                            |                            |
0810 618.25                   30.000  M3  |      27.00000        810.00|      30.00000        900.00|      25.00000         750.00
  APPLIED WATER                           |                            |                            |
0820 619.1201               2190.000  UN  |       6.00000      13140.00|       6.50000      14235.00|     450.00000      985500.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0830 619.1401                600.000  M3  |      30.00000      18000.00|      40.00000      24000.00|      20.00000       12000.00
  EROSION CONTROL MIX                     |                            |                            |
0840 620.54                 8000.000  M2  |       2.00000      16000.00|       3.00000      24000.00|       2.00000       16000.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0850 620.58                 4650.000  M2  |       2.00000       9300.00|       4.00000      18600.00|       2.00000        9300.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0860 621.032                  12.000  EA  |     125.00000       1500.00|     111.00000       1332.00|     250.00000        3000.00
  EVERGREEN TREES (1200 MM - 1500 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
0870 621.195                  18.000  EA  |     225.00000       4050.00|     334.00000       6012.00|     225.00000        4050.00
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 6
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 001094            |(   3  ) 000340
                                          |H E SARGENT, INC.           |K & K EXCAVATION, INC.      |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0880 621.273                  15.000  EA  |     260.00000       3900.00|     328.00000       4920.00|     260.00000        3900.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0890 621.511                 144.000  EA  |      55.00000       7920.00|      34.50000       4968.00|     100.00000       14400.00
  DECIDUOUS SHRUBS (450MM - 600MM) GROUP  |                            |                            |
0900 621.547                  72.000  EA  |      25.00000       1800.00|      47.00000       3384.00|     175.00000       12600.00
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0910 621.80                           LUMP|    1600.00000       1600.00|    4195.00000       4195.00|    1600.00000        1600.00
  ESTABLISHMENT PERIOD                    |                            |                            |
0920 625.142                  47.000  M   |     110.00000       5170.00|     150.00000       7050.00|      75.00000        3525.00
  75 MM PIPE SLEEVE                       |                            |                            |
0930 627.18                   67.000  M   |      12.00000        804.00|      11.48000        769.16|       4.85000         324.95
  300 MM SOLID WHITE PAVEMENT MARK LINE   |                            |                            |
0940 627.711               27750.000  M   |       0.40000      11100.00|       0.37000      10267.50|       0.27000        7492.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0950 627.76                           LUMP|   13000.00000      13000.00|   15000.00000      15000.00|   12000.00000       12000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0960 629.05                   32.000  HR  |      25.00000        800.00|      30.00000        960.00|      30.00000         960.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0970 631.12                   32.000  HR  |     100.00000       3200.00|     100.00000       3200.00|      95.00000        3040.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0980 631.172                  32.000  HR  |     100.00000       3200.00|      46.00000       1472.00|      45.00000        1440.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0990 631.20                   32.000  HR  |      55.00000       1760.00|     120.00000       3840.00|     450.00000       14400.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1000 631.22                   32.000  HR  |     100.00000       3200.00|      75.00000       2400.00|      65.00000        2080.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1010 631.32                   24.000  HR  |     200.00000       4800.00|     150.00000       3600.00|      75.00000        1800.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1020 635.14                  275.000  M2  |     580.00000     159500.00|     750.00000     206250.00|     590.00000      162250.00
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
1030 637.071                          LUMP|   36000.00000      36000.00|   15000.00000      15000.00|   25500.00000       25500.00
  DUST CONTROL                            |                            |                            |
1040 639.18                    1.000  EA  |   29000.00000      29000.00|   16000.00000      16000.00|   29700.00000       29700.00
  FIELD OFFICE TYPE A                     |                            |                            |
1050 639.21                           LUMP|   12000.00000      12000.00|   10000.00000      10000.00|   20900.00000       20900.00
  TESTING FACILITIES SOILS                |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 7
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 001094            |(   3  ) 000340
                                          |H E SARGENT, INC.           |K & K EXCAVATION, INC.      |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 652.31                   15.000  EA  |      90.00000       1350.00|      50.00000        750.00|      75.00000        1125.00
  TYPE I BARRICADE                        |                            |                            |
1070 652.311                  20.000  EA  |     110.00000       2200.00|      50.00000       1000.00|      95.00000        1900.00
  TYPE II BARRICADE                       |                            |                            |
1080 652.33                  100.000  EA  |      50.00000       5000.00|      50.00000       5000.00|      75.00000        7500.00
  DRUM                                    |                            |                            |
1090 652.34                  100.000  EA  |      18.00000       1800.00|      19.00000       1900.00|      20.00000        2000.00
  CONE                                    |                            |                            |
1100 652.35                  100.000  M2  |      13.00000       1300.00|      70.00000       7000.00|      60.00000        6000.00
  CONSTRUCTION SIGNS                      |                            |                            |
1110 652.361                 460.000  LS  |  115000.00000     115000.00|   10000.00000      10000.00|   55000.00000       55000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1120 652.38                12000.000  HR  |      22.00000     264000.00|      16.00000     192000.00|      22.00000      264000.00
  FLAGGER                                 |                            |                            |
1130 656.75                           LUMP|  125000.00000     125000.00|   40000.00000      40000.00|   22500.00000       22500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1140 657.24                  710.000  UN  |      12.00000       8520.00|      10.00000       7100.00|      30.00000       21300.00
  SEEDING PITS                            |                            |                            |
1150 658.20                  360.000  M2  |      12.00000       4320.00|      11.80000       4248.00|      11.25000        4050.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1160 659.10                           LUMP|  744700.00000     744700.00|  696000.00000     696000.00|  420528.00000      420528.00
  MOBILIZATION                            |                            |                            |
1170 660.21                 5000.000  HR  |       1.00000       5000.00|       1.00000       5000.00|       1.00000        5000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  7,476,635.50|             $  7,665,272.16|              $  8,145,505.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  7,476,635.50|             $  7,665,272.16|              $  8,145,505.97
====================================================================================================================================
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 8
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |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                    9.000  HA  |   25000.00000     225000.00|                            |
  CLEARING                                |                            |                            |
0020 201.23                   26.000  EA  |     250.00000       6500.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   43.000  EA  |     250.00000      10750.00|                            |
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|   25000.00000      25000.00|                            |
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 202.08                           LUMP|   25000.00000      25000.00|                            |
  REMOVING BUILDING NO.: 2                |                            |                            |
0060 202.17                   37.000  LS  |   10000.00000      10000.00|                            |
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0070 202.202                 910.000  M2  |      15.00000      13650.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0080 202.203                 310.000  M2  |      25.00000       7750.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0090 203.20               114900.000  M3  |      14.00000    1608600.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0100 203.21                11200.000  M3  |      35.00000     392000.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0110 203.25                  429.000  M3  |      20.00000       8580.00|                            |
  GRANULAR BORROW                         |                            |                            |
0120 206.061                 100.000  M3  |      24.00000       2400.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0130 206.07                   60.000  M3  |     120.00000       7200.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0140 304.10                81400.000  M3  |      17.00000    1383800.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0150 310.13               117500.000  M2  |       6.00000     705000.00|                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT     |                            |                            |
0160 403.207               17700.000  MG  |      45.00000     796500.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0170 403.208               10550.000  MG  |      45.00000     474750.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0180 403.209                 866.000  MG  |     100.00000      86600.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 9
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 409.15                 9450.000  L   |       1.00000       9450.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0200 411.12                    9.000  MG  |      30.00000        270.00|                            |
  CRUSHED STONE SURFACE                   |                            |                            |
0210 502.219                  67.000  LS  |  125000.00000     125000.00|                            |
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0220 503.14                 9500.000  KG  |       1.00000       9500.00|                            |
  EPOXY COATED REINFORCING STEEL,         |                            |                            |
  FABRICATED AND DELIVERED                |                            |                            |
0230 503.15                 9500.000  KG  |       2.00000      19000.00|                            |
  EPOXY COATED REINFORCING STEEL PLACING  |                            |                            |
0240 507.0811                 99.000  LS  |   25000.00000      25000.00|                            |
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0250 508.13                  120.000  LS  |    5000.00000       5000.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0260 509.12                 2540.000  LS  |   50000.00000      50000.00|                            |
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0270 511.07                           LUMP|   25000.00000      25000.00|                            |
  COFFERDAM:                              |                            |                            |
0280 514.06                    2.000  EA  |     750.00000       1500.00|                            |
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0290 515.21                  326.000  LS  |    2000.00000       2000.00|                            |
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0300 526.34                    4.000  EA  |    1500.00000       6000.00|                            |
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0310 534.71                   25.300  LS  |   50000.00000      50000.00|                            |
  PRECAST CONCRETE BOX CULVERT Sta.       |                            |                            |
  15+094.737                              |                            |                            |
0320 534.71                  106.400  LS  |  100000.00000     100000.00|                            |
  PRECAST CONCRETE BOX CULVERT Sta.       |                            |                            |
  18+769.774                              |                            |                            |
0330 534.71                  135.000  LS  |  100000.00000     100000.00|                            |
  PRECAST CONCRETE BOX CULVERT Sta.       |                            |                            |
  19+084.815                              |                            |                            |
0340 603.159                 180.000  M   |     100.00000      18000.00|                            |
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0350 603.16                   55.000  M   |     100.00000       5500.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0360 603.17                   73.000  M   |     100.00000       7300.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 10
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 603.179                 290.000  M   |     120.00000      34800.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0380 603.199                 214.000  M   |     160.00000      34240.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0390 603.209                  25.000  M   |     220.00000       5500.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0400 603.219                  32.000  M   |     300.00000       9600.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0410 603.229                  27.000  M   |     360.00000       9720.00|                            |
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0420 603.259                   3.000  M   |    4000.00000      12000.00|                            |
  1500 MM CULVERT PIPE OPTION III         |                            |                            |
0430 603.76                    1.000  EA  |     400.00000        400.00|                            |
  300 MM INLET GRATE UNIT                 |                            |                            |
0440 604.092                  71.000  EA  |    2400.00000     170400.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0450 604.096                   2.000  EA  |    2800.00000       5600.00|                            |
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0460 604.15                    1.000  EA  |    2600.00000       2600.00|                            |
  MANHOLE                                 |                            |                            |
0470 604.2403                  1.000  EA  |    1000.00000       1000.00|                            |
  CATCH BASIN INLET ASSEMBLY              |                            |                            |
0480 604.244                   2.000  EA  |    1500.00000       3000.00|                            |
  CATCH BASIN TYPE F4                     |                            |                            |
0490 604.246                   2.000  EA  |    1800.00000       3600.00|                            |
  CATCH BASIN TYPE F5                     |                            |                            |
0500 604.262                   1.000  EA  |    2400.00000       2400.00|                            |
  CATCH BASIN TYPE B5-C                   |                            |                            |
0510 605.09                 2400.000  M   |      80.00000     192000.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0520 605.10                   35.000  M   |      60.00000       2100.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0530 605.11                 2150.000  M   |     100.00000     215000.00|                            |
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0540 605.12                  380.000  M   |     110.00000      41800.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0550 605.13                  290.000  M   |     120.00000      34800.00|                            |
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0560 605.15                   40.000  M   |     150.00000       6000.00|                            |
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0570 606.1721                  4.000  EA  |    1200.00000       4800.00|                            |
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 11
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 606.23                 2840.000  M   |      32.00000      90880.00|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0590 606.231                  22.000  M   |      38.00000        836.00|                            |
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0600 606.232                   7.000  M   |      38.00000        266.00|                            |
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0610 606.258                   1.000  EA  |    1400.00000       1400.00|                            |
  CABLE RELEASING TERMINAL ANCHORAGE      |                            |                            |
  ASSEMBLY                                |                            |                            |
0620 606.265                   3.000  EA  |      60.00000        180.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0630 606.35                   35.000  EA  |      30.00000       1050.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0640 606.363                 200.000  M   |       5.00000       1000.00|                            |
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0650 606.369                 940.000  M   |       7.00000       6580.00|                            |
  GUARDRAIL REMOVED AND STACKED           |                            |                            |
0660 606.79                   16.000  EA  |    1300.00000      20800.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0670 608.07                    9.000  M2  |     250.00000       2250.00|                            |
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
0680 608.08                   40.000  M2  |     300.00000      12000.00|                            |
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0690 609.26                    2.000  EA  |     500.00000       1000.00|                            |
  CURB TRANSITION SECTION B TYPE 1        |                            |                            |
0700 609.31                 5995.000  M   |      10.00000      59950.00|                            |
  CURB TYPE 3                             |                            |                            |
0710 610.07                   31.000  M3  |      50.00000       1550.00|                            |
  STONE FILL                              |                            |                            |
0720 610.08                 1436.000  M3  |      50.00000      71800.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0730 610.18                  170.000  M3  |      45.00000       7650.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0740 612.06                 1975.000  M2  |       4.00000       7900.00|                            |
  BITUMINOUS SEALING - BLACK              |                            |                            |
0750 613.319                6420.000  M2  |       2.00000      12840.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0760 615.07                 6800.000  M3  |       8.00000      54400.00|                            |
  LOAM                                    |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 12
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 618.1301                163.000  UN  |      12.00000       1956.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0780 618.1401                520.000  UN  |      12.00000       6240.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0790 618.1411                530.000  UN  |      28.00000      14840.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0800 618.15                  460.000  KG  |       2.00000        920.00|                            |
  TEMPORARY SEEDING                       |                            |                            |
0810 618.25                   30.000  M3  |      25.00000        750.00|                            |
  APPLIED WATER                           |                            |                            |
0820 619.1201               2190.000  UN  |       6.00000      13140.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0830 619.1401                600.000  M3  |      40.00000      24000.00|                            |
  EROSION CONTROL MIX                     |                            |                            |
0840 620.54                 8000.000  M2  |       1.00000       8000.00|                            |
  STABILIZATION GEOTEXTILE                |                            |                            |
0850 620.58                 4650.000  M2  |       1.00000       4650.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0860 621.032                  12.000  EA  |     125.00000       1500.00|                            |
  EVERGREEN TREES (1200 MM - 1500 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
0870 621.195                  18.000  EA  |     225.00000       4050.00|                            |
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0880 621.273                  15.000  EA  |     250.00000       3750.00|                            |
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0890 621.511                 144.000  EA  |      24.00000       3456.00|                            |
  DECIDUOUS SHRUBS (450MM - 600MM) GROUP  |                            |                            |
0900 621.547                  72.000  EA  |      24.00000       1728.00|                            |
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0910 621.80                           LUMP|    1500.00000       1500.00|                            |
  ESTABLISHMENT PERIOD                    |                            |                            |
0920 625.142                  47.000  M   |     100.00000       4700.00|                            |
  75 MM PIPE SLEEVE                       |                            |                            |
0930 627.18                   67.000  M   |       5.00000        335.00|                            |
  300 MM SOLID WHITE PAVEMENT MARK LINE   |                            |                            |
0940 627.711               27750.000  M   |       0.50000      13875.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 13
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 627.76                           LUMP|   15000.00000      15000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0960 629.05                   32.000  HR  |      24.00000        768.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0970 631.12                   32.000  HR  |     100.00000       3200.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0980 631.172                  32.000  HR  |      48.00000       1536.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0990 631.20                   32.000  HR  |     150.00000       4800.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1000 631.22                   32.000  HR  |      90.00000       2880.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1010 631.32                   24.000  HR  |     125.00000       3000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1020 635.14                  275.000  M2  |     800.00000     220000.00|                            |
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
1030 637.071                          LUMP|   75000.00000      75000.00|                            |
  DUST CONTROL                            |                            |                            |
1040 639.18                    1.000  EA  |   15000.00000      15000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
1050 639.21                           LUMP|    7500.00000       7500.00|                            |
  TESTING FACILITIES SOILS                |                            |                            |
1060 652.31                   15.000  EA  |      75.00000       1125.00|                            |
  TYPE I BARRICADE                        |                            |                            |
1070 652.311                  20.000  EA  |     100.00000       2000.00|                            |
  TYPE II BARRICADE                       |                            |                            |
1080 652.33                  100.000  EA  |      75.00000       7500.00|                            |
  DRUM                                    |                            |                            |
1090 652.34                  100.000  EA  |      20.00000       2000.00|                            |
  CONE                                    |                            |                            |
1100 652.35                  100.000  M2  |     120.00000      12000.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
1110 652.361                 460.000  LS  |   75000.00000      75000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1120 652.38                12000.000  HR  |      18.00000     216000.00|                            |
  FLAGGER                                 |                            |                            |
1130 656.75                           LUMP|  125000.00000     125000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 14
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 009184.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1140 657.24                  710.000  UN  |      10.00000       7100.00|                            |
  SEEDING PITS                            |                            |                            |
1150 658.20                  360.000  M2  |      12.00000       4320.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1160 659.10                           LUMP|  945000.00000     945000.00|                            |
  MOBILIZATION                            |                            |                            |
1170 660.21                 5000.000  HR  |       2.00000      10000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  9,358,411.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  9,358,411.00|             $          0.00|              $
====================================================================================================================================