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     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

                                        COMPLETION DATE : 11/02/01

   PROJECT(S):  STP-NH-7738(00)X        COUNTIE(S) : ANDROSCOGGIN                MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : NEW OVERPASS CONSTRUCTION                            ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000054         THE DIAZ CORPORATION                                                   $  3,617,376.90     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $  3,658,688.70     101.1420%
   3   000416         T BUCK CONSTRUCTION INC.                                               $  3,810,593.25     105.3413%
   4   000009         BANCROFT CONTRACTING CORP.                                             $  4,153,374.00     114.8173%
   5   000032         REED & REED, INC.                                                      $  4,488,263.50     124.0751%
====================================================================================================================================
                                          |(   1  ) 000054             |(   2  ) 000164             |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|   15000.00000      15000.00|   20000.00000      20000.00|   34600.00000       34600.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.11                    0.279  HA  |   15000.00000       4185.00|   16200.00000       4519.80|   10800.00000        3013.20
  CLEARING                                |                            |                            |
0030 201.23                    2.000  EA  |     250.00000        500.00|     500.00000       1000.00|     500.00000        1000.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0040 201.24                    2.000  EA  |     350.00000        700.00|     200.00000        400.00|     500.00000        1000.00
  REMOVING STUMP                          |                            |                            |
0050 202.203                 970.000  M2  |      20.00000      19400.00|      15.00000      14550.00|      12.00000       11640.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                21500.000  M3  |      10.00000     215000.00|       9.00000     193500.00|       9.50000      204250.00
  COMMON EXCAVATION                       |                            |                            |
0070 203.23                 1000.000  M3  |      10.00000      10000.00|      10.00000      10000.00|       6.00000        6000.00
  MUCK EXCAVATION                         |                            |                            |
0080 203.24                32600.000  M3  |      12.00000     391200.00|      11.50000     374900.00|      11.00000      358600.00
  COMMON BORROW                           |                            |                            |
0090 203.25                 1150.000  M3  |      15.00000      17250.00|      10.50000      12075.00|      15.00000       17250.00
  GRANULAR BORROW                         |                            |                            |
0100 203.26                 1780.000  M3  |      20.00000      35600.00|      23.00000      40940.00|      15.00000       26700.00
  GRAVEL BORROW                           |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000054             |(   2   ) 000164            |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.061                  50.000  M3  |      21.00000       1050.00|      37.65000       1882.50|      21.00000        1050.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0120 206.07                   50.000  M3  |     125.00000       6250.00|      50.00000       2500.00|     125.00000        6250.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0130 304.10                15700.000  M3  |      17.00000     266900.00|      15.75000     247275.00|      16.00000      251200.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 403.207                3250.000  MG  |      49.00000     159250.00|      50.00000     162500.00|      48.50000      157625.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                5650.000  MG  |      42.00000     237300.00|      44.00000     248600.00|      42.00000      237300.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0160 403.209                 270.000  MG  |      80.00000      21600.00|      82.50000      22275.00|      80.00000       21600.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.210                  83.000  MG  |      65.00000       5395.00|      67.00000       5561.00|      65.00000        5395.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0180 403.211                 720.000  MG  |      50.00000      36000.00|      47.00000      33840.00|      46.00000       33120.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0190 409.15                 1700.000  L   |       1.10000       1870.00|       1.80000       3060.00|       1.80000        3060.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0200 501.231                   2.000  EA  |   10000.00000      20000.00|    2500.00000       5000.00|    4000.00000        8000.00
  DYNAMIC LOADING TEST                    |                            |                            |
0210 501.54                  170.000  M   |     167.00000      28390.00|     220.00000      37400.00|     200.00000       34000.00
  STEEL H-BEAM PILES 174 KG/M, DELIVERED  |                            |                            |
0220 501.541                 170.000  M   |      10.00000       1700.00|      20.00000       3400.00|      40.00000        6800.00
  STEEL H-BEAM PILES 174 KG/M, IN PLACE   |                            |                            |
0230 501.90                   10.000  EA  |     200.00000       2000.00|     130.00000       1300.00|     200.00000        2000.00
  PILE TIPS                               |                            |                            |
0240 501.92                           LUMP|   30000.00000      30000.00|   25000.00000      25000.00|   24000.00000       24000.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0250 502.219                 140.000  LS  |   80000.00000      80000.00|   85000.00000      85000.00|  152000.00000      152000.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0260 502.31                    9.000  LS  |    4000.00000       4000.00|    2000.00000       2000.00|    3700.00000        3700.00
  STRUCTURAL CONCRETE APPROACH SLABS :    |                            |                            |
  ABUTMENT 1                              |                            |                            |
0270 502.31                    9.000  LS  |    4000.00000       4000.00|    2000.00000       2000.00|    3700.00000        3700.00
  STRUCTURAL CONCRETE APPROACH SLABS :    |                            |                            |
  ABUTMENT 2                              |                            |                            |
0280 502.422                          LUMP|   75000.00000      75000.00|   75000.00000      75000.00|  132000.00000      132000.00
  STRUCTURAL CONCRETE ROADWAY AND         |                            |                            |
  SIDEWALK SLAB ON CONCRETE BRIDGES       |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000054             |(   2   ) 000164            |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 503.12                21000.000  KG  |       1.00000      21000.00|       1.00000      21000.00|       0.74000       15540.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0300 503.13                21000.000  KG  |       0.50000      10500.00|       0.50000      10500.00|       0.38000        7980.00
  REINFORCING STEEL, PLACING              |                            |                            |
0310 508.13                  440.000  LS  |    4000.00000       4000.00|    5000.00000       5000.00|    3880.00000        3880.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0320 514.06                    1.000  EA  |     750.00000        750.00|     750.00000        750.00|    2000.00000        2000.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0330 515.21                  310.000  LS  |    1000.00000       1000.00|     750.00000        750.00|    1500.00000        1500.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0340 520.22                    1.000  EA  |   13000.00000      13000.00|   13000.00000      13000.00|   10800.00000       10800.00
  EXPANSION DEVICE - COMPRESSION SEAL     |                            |                            |
0350 523.08                   10.000  EA  |    1300.00000      13000.00|     750.00000       7500.00|    1180.00000       11800.00
  ELASTOMERIC BRIDGE BEARING - LAMINATED  |                            |                            |
0360 526.301                  35.000  LS  |    2200.00000       2200.00|    2500.00000       2500.00|   34600.00000       34600.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0370 526.321                 130.000  LS  |   16000.00000      16000.00|   30000.00000      30000.00|   24800.00000       24800.00
  PERMANENT CONCRETE BARRIER TYPE III A   |                            |                            |
0380 527.301                   2.000  EA  |    7000.00000      14000.00|    9000.00000      18000.00|    3700.00000        7400.00
  ENERGY ABSORBING SYSTEM (C-A-T)         |                            |                            |
0390 527.304                   1.000  EA  |   35000.00000      35000.00|   37500.00000      37500.00|   24000.00000       24000.00
  REACT-350                               |                            |                            |
0400 535.61                  183.000  LS  |  150000.00000     150000.00|  175000.00000     175000.00|  196000.00000      196000.00
  PRESTRESSED STRUCTURAL CONCRETE         |                            |                            |
  I-GIRDERS                               |                            |                            |
0410 603.159                 135.000  M   |     115.00000      15525.00|     140.00000      18900.00|     115.00000       15525.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0420 603.165                  40.000  M   |     155.00000       6200.00|     110.00000       4400.00|     155.00000        6200.00
  375 MM RCP CLASS III                    |                            |                            |
0430 603.175                  11.000  M   |     200.00000       2200.00|     138.00000       1518.00|     200.00000        2200.00
  450 MM RCP CLASS III                    |                            |                            |
0440 603.179                  13.000  M   |     200.00000       2600.00|     156.00000       2028.00|     200.00000        2600.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0450 604.072                  14.000  EA  |    1500.00000      21000.00|    2250.00000      31500.00|    1500.00000       21000.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0460 604.09                    3.000  EA  |    1500.00000       4500.00|    1460.00000       4380.00|    1500.00000        4500.00
  CATCH BASIN TYPE B1                     |                            |                            |
0470 604.16                    8.000  EA  |     500.00000       4000.00|     800.00000       6400.00|     500.00000        4000.00
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0480 604.164                   4.000  EA  |    1200.00000       4800.00|    1245.00000       4980.00|    1200.00000        4800.00
  REBUILDING CATCH BASIN                  |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000054             |(   2   ) 000164            |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 604.18                   10.000  EA  |     300.00000       3000.00|     340.00000       3400.00|     300.00000        3000.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0500 604.249                   2.000  EA  |    1500.00000       3000.00|    1345.00000       2690.00|    1500.00000        3000.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0510 604.252                   1.000  EA  |    1500.00000       1500.00|    2200.00000       2200.00|    1500.00000        1500.00
  CATCH BASIN TYPE A5-C                   |                            |                            |
0520 605.09                  590.000  M   |      36.00000      21240.00|      67.00000      39530.00|      36.00000       21240.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0530 605.10                    9.000  M   |      50.00000        450.00|      51.00000        459.00|      50.00000         450.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0540 605.11                  115.000  M   |      82.00000       9430.00|      92.00000      10580.00|      82.00000        9430.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0550 606.151                  16.000  M   |      52.00000        832.00|      41.00000        656.00|      52.00000         832.00
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0560 606.17                  700.000  M   |      33.00000      23100.00|      34.00000      23800.00|      34.00000       23800.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0570 606.1721                  4.000  EA  |     800.00000       3200.00|     750.00000       3000.00|     800.00000        3200.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0580 606.18                   12.000  M   |      46.00000        552.00|      50.00000        600.00|      46.00000         552.00
  GUARDRAIL TYPE 3B - DOUBLE RAIL         |                            |                            |
0590 606.201                  55.000  M   |      53.00000       2915.00|      46.00000       2530.00|      53.00000        2915.00
  GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS  |                            |                            |
0600 606.22                    8.000  M   |      52.00000        416.00|      40.00000        320.00|      52.50000         420.00
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0610 606.2602                  1.000  EA  |     400.00000        400.00|     350.00000        350.00|     400.00000         400.00
  TERMINAL END -  TRAILING END            |                            |                            |
0620 606.265                   5.000  EA  |      30.00000        150.00|      42.00000        210.00|      30.00000         150.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0630 606.266                   2.000  EA  |      35.00000         70.00|      50.00000        100.00|      35.00000          70.00
  TERMINAL END - SINGLE RAIL - CORROSION  |                            |                            |
  RESISTANT STEEL                         |                            |                            |
0640 606.35                   23.000  EA  |      30.00000        690.00|      30.00000        690.00|      30.00000         690.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0650 606.36                   95.000  M   |      12.30000       1168.50|      25.00000       2375.00|      12.30000        1168.50
  GUARDRAIL REMOVED AND RESET             |                            |                            |
0660 606.369                 205.000  M   |       5.00000       1025.00|       5.00000       1025.00|       4.75000         973.75
  GUARDRAIL REMOVED AND STACKED           |                            |                            |
0670 606.752                   1.000  EA  |    1000.00000       1000.00|     700.00000        700.00|    2500.00000        2500.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 5
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000054             |(   2   ) 000164            |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 606.76                    3.000  EA  |    1070.00000       3210.00|    1475.00000       4425.00|    1068.00000        3204.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0690 608.251                 700.000  M2  |      50.00000      35000.00|      56.00000      39200.00|      48.00000       33600.00
  PRECAST CONCRETE PAVERS                 |                            |                            |
0700 609.11                  680.000  M   |      60.00000      40800.00|      62.00000      42160.00|      59.00000       40120.00
  VERTICAL CURB TYPE 1                    |                            |                            |
0710 609.12                  175.000  M   |      90.00000      15750.00|      94.00000      16450.00|      88.00000       15400.00
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0720 609.234                  30.000  EA  |     110.00000       3300.00|      98.00000       2940.00|     111.00000        3330.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0730 609.237                  17.000  EA  |     155.00000       2635.00|     240.00000       4080.00|     250.00000        4250.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0740 609.31                  110.000  M   |      11.00000       1210.00|      12.00000       1320.00|      12.00000        1320.00
  CURB TYPE 3                             |                            |                            |
0750 609.34                   60.000  M   |      55.00000       3300.00|      55.00000       3300.00|      52.00000        3120.00
  CURB TYPE 5                             |                            |                            |
0760 609.35                   60.000  M   |     125.00000       7500.00|     100.00000       6000.00|      64.00000        3840.00
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0770 609.38                 1100.000  M   |      30.00000      33000.00|      26.50000      29150.00|      23.00000       25300.00
  RESET CURB TYPE 1                       |                            |                            |
0780 609.40                  720.000  M   |      26.00000      18720.00|      23.00000      16560.00|      18.00000       12960.00
  RESET CURB TYPE 5                       |                            |                            |
0790 610.08                   40.000  M3  |      60.00000       2400.00|      46.00000       1840.00|      60.00000        2400.00
  PLAIN RIPRAP                            |                            |                            |
0800 610.18                   20.000  M3  |      60.00000       1200.00|      56.00000       1120.00|      60.00000        1200.00
  STONE DITCH PROTECTION                  |                            |                            |
0810 612.06                   35.000  M2  |      12.00000        420.00|      13.00000        455.00|      12.00000         420.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0820 615.07                  920.000  M3  |      25.00000      23000.00|      36.00000      33120.00|      25.00000       23000.00
  LOAM                                    |                            |                            |
0830 618.1301                 18.000  UN  |      14.00000        252.00|      14.00000        252.00|      14.00000         252.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0840 618.1401                 97.000  UN  |      12.50000       1212.50|      12.50000       1212.50|      12.50000        1212.50
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0850 618.1411                 76.000  UN  |      13.50000       1026.00|      13.50000       1026.00|      13.50000        1026.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0860 618.25                    5.000  M3  |      50.00000        250.00|      50.00000        250.00|      25.00000         125.00
  APPLIED WATER                           |                            |                            |
0870 619.1201                470.000  UN  |       8.00000       3760.00|       7.45000       3501.50|       7.50000        3525.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0880 619.1301                  5.000  UN  |     200.00000       1000.00|     400.00000       2000.00|    1410.00000        7050.00
  BARK MULCH - PLAN QUANTITY BARK MULCH   |                            |                            |
  (PLAN QUANTITY)                         |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 6
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000054             |(   2   ) 000164            |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 620.58                  100.000  M2  |       2.00000        200.00|       4.00000        400.00|       1.50000         150.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0900 620.60                 8550.000  M2  |       7.00000      59850.00|       4.50000      38475.00|       4.75000       40612.50
  REINFORCEMENT GEOTEXTILE                |                            |                            |
0910 621.01                  750.000  EA  |       4.00000       3000.00|       4.00000       3000.00|       4.00000        3000.00
  EVERGREEN TREES (200 MM - 300 MM)       |                            |                            |
0920 621.037                  86.000  EA  |     110.00000       9460.00|     112.00000       9632.00|     110.00000        9460.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0930 621.197                  28.000  EA  |     260.00000       7280.00|     260.00000       7280.00|     260.00000        7280.00
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                            |                            |
  CALIPER) GROUP C                        |                            |                            |
0940 621.202                  87.000  EA  |     325.00000      28275.00|     325.00000      28275.00|     325.00000       28275.00
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
0950 621.273                  46.000  EA  |     325.00000      14950.00|     325.00000      14950.00|     325.00000       14950.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0960 621.389                  58.000  EA  |      26.00000       1508.00|      26.00000       1508.00|      26.00000        1508.00
  DWARF EVERGREENS (375 MM - 450 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0970 621.397                  52.000  EA  |      40.00000       2080.00|      40.00000       2080.00|      40.00000        2080.00
  DWARF EVERGREENS (450 MM - 600 MM)      |                            |                            |
  GROUP C                                 |                            |                            |
0980 621.48                   39.000  EA  |      26.00000       1014.00|      26.00000       1014.00|      26.00000        1014.00
  BROADLEAF EVERGREENS (375 MM - 450 MM)  |                            |                            |
  GROUP A                                 |                            |                            |
0990 621.51                  203.000  EA  |      22.00000       4466.00|      22.00000       4466.00|      22.00000        4466.00
  HYBRID RHODODENDRON (375 MM - 450 MM)   |                            |                            |
1000 621.511                 374.000  EA  |      29.00000      10846.00|      29.00000      10846.00|      29.00000       10846.00
  HYBRID RHODODENDRON (450 MM - 600 MM)   |                            |                            |
1010 621.546                 272.000  EA  |      34.00000       9248.00|      34.00000       9248.00|      34.00000        9248.00
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
1020 621.71                 2400.000  EA  |       9.00000      21600.00|       9.00000      21600.00|       9.00000       21600.00
  HERBACEOUS PERENNIALS GROUP A           |                            |                            |
1030 626.11                   15.000  EA  |     500.00000       7500.00|     475.00000       7125.00|     475.00000        7125.00
  PRECAST CONCRETE JUNCTION BOX:___       |                            |                            |
1040 626.22                  580.000  M   |      63.00000      36540.00|      63.00000      36540.00|      62.25000       36105.00
  NON-METALLIC CONDUIT                    |                            |                            |
1050 626.23                 1900.000  M   |      30.00000      57000.00|      29.00000      55100.00|      28.50000       54150.00
  PREWIRED CONDUIT SECONDARY WIRING       |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 7
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000054             |(   2   ) 000164            |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 626.33                   32.000  EA  |    1000.00000      32000.00|    1000.00000      32000.00|     975.00000       31200.00
  750 MM FOUNDATION                       |                            |                            |
1070 626.34                   17.000  EA  |    1500.00000      25500.00|    1500.00000      25500.00|    1500.00000       25500.00
  SIGNAL POLE FOUNDATION                  |                            |                            |
1080 626.35                    2.000  EA  |    1500.00000       3000.00|     750.00000       1500.00|     750.00000        1500.00
  CONTROLLER CABINET FOUNDATION           |                            |                            |
1090 626.36                   12.000  EA  |     450.00000       5400.00|     450.00000       5400.00|     450.00000        5400.00
  REMOVE OR MODIFY CONCRETE FOUNDATION    |                            |                            |
1100 626.37                    4.000  EA  |    2500.00000      10000.00|    2500.00000      10000.00|    2500.00000       10000.00
  SPECIAL FOUNDATION                      |                            |                            |
1110 627.71                 9560.000  M   |       0.29000       2772.40|       0.29000       2772.40|       0.33000        3154.80
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
1120 627.73                 3900.000  M   |       0.29000       1131.00|       0.29000       1131.00|       0.50000        1950.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
1130 627.75                  140.000  M2  |      12.50000       1750.00|      12.50000       1750.00|      10.75000        1505.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
1140 627.78                12000.000  M   |       0.28000       3360.00|       0.27000       3240.00|       0.50000        6000.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
1150 629.05                   35.000  MH  |      20.00000        700.00|      25.00000        875.00|      35.00000        1225.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1160 631.10                   15.000  HR  |      50.00000        750.00|      50.00000        750.00|      54.00000         810.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
1170 631.11                   15.000  HR  |      25.00000        375.00|      50.00000        750.00|      42.00000         630.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
1180 631.12                   25.000  HR  |      75.00000       1875.00|      85.00000       2125.00|     100.00000        2500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1190 631.13                   20.000  HR  |      65.00000       1300.00|      75.00000       1500.00|      65.00000        1300.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
1200 631.172                  35.000  HR  |      45.00000       1575.00|      45.00000       1575.00|      55.00000        1925.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1210 631.18                   10.000  HR  |      55.00000        550.00|      40.00000        400.00|      40.00000         400.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1220 631.20                   10.000  HR  |     100.00000       1000.00|     100.00000       1000.00|      67.00000         670.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1230 631.32                   20.000  HR  |     150.00000       3000.00|     150.00000       3000.00|     130.00000        2600.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1240 631.36                   15.000  MH  |      25.00000        375.00|      30.00000        450.00|      45.00000         675.00
  FOREMAN                                 |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 8
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000054             |(   2   ) 000164            |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1250 634.16                           LUMP|   43000.00000      43000.00|   50000.00000      50000.00|   42600.00000       42600.00
  HIGHWAY LIGHTING                        |                            |                            |
1260 634.21                   32.000  EA  |    2000.00000      64000.00|    2000.00000      64000.00|    2000.00000       64000.00
  CONVENTIONAL LIGHT STANDARD             |                            |                            |
1270 636.30                  430.000  M2  |     250.00000     107500.00|     310.00000     133300.00|     420.00000      180600.00
  M.S.E. RETAINING WALL                   |                            |                            |
1280 636.60                   45.000  M2  |     150.00000       6750.00|     300.00000      13500.00|     143.00000        6435.00
  MSE SEGMENTAL RETAINING WALL            |                            |                            |
1290 637.071                          LUMP|   10000.00000      10000.00|   20000.00000      20000.00|    2000.00000        2000.00
  DUST CONTROL                            |                            |                            |
1300 639.18                    1.000  EA  |    5000.00000       5000.00|   13000.00000      13000.00|    3500.00000        3500.00
  FIELD OFFICE TYPE A                     |                            |                            |
1310 639.21                           LUMP|    4750.00000       4750.00|    2500.00000       2500.00|    5000.00000        5000.00
  TESTING FACILITIES SOILS                |                            |                            |
1320 639.23                           LUMP|    5000.00000       5000.00|     100.00000        100.00|     100.00000         100.00
  TESTING FACILITIES-CONCRETE             |                            |                            |
1330 643.71                           LUMP|    8000.00000       8000.00|    9000.00000       9000.00|    7900.00000        7900.00
  TRAFFIC SIGNAL MODIFICATION : Auburn    |                            |                            |
  Mall entrance at Center Street          |                            |                            |
1340 643.71                           LUMP|    9000.00000       9000.00|    9000.00000       9000.00|    8900.00000        8900.00
  TRAFFIC SIGNAL MODIFICATION : Turner St |                            |                            |
  @ Mt. Auburn Ave.                       |                            |                            |
1350 643.80                           LUMP|   45000.00000      45000.00|   45000.00000      45000.00|   43500.00000       43500.00
  TRAFFIC SIGNALS AT : Center St.@Mt. Aub |                            |                            |
  EB On-Ramps                             |                            |                            |
1360 643.80                           LUMP|   50000.00000      50000.00|   50000.00000      50000.00|   49600.00000       49600.00
  TRAFFIC SIGNALS AT : Center St.@Mt. Aub |                            |                            |
  WB Off-ramps                            |                            |                            |
1370 643.90                           LUMP|    8000.00000       8000.00|    8000.00000       8000.00|    7900.00000        7900.00
  INTERCONNECT WIRE BETWEEN : Center St.  |                            |                            |
  on&off Ramps                            |                            |                            |
1380 643.92                   17.000  EA  |     650.00000      11050.00|     650.00000      11050.00|     650.00000       11050.00
  PEDESTAL POLE                           |                            |                            |
1390 643.93                    4.000  EA  |    4200.00000      16800.00|    4500.00000      18000.00|    4200.00000       16800.00
  STRAIN POLE                             |                            |                            |
1400 645.13                           LUMP|   14000.00000      14000.00|   15000.00000      15000.00|    9100.00000        9100.00
  GUIDE SIGN - OVERPASS MOUNTED           |                            |                            |
1410 645.15                           LUMP|   65000.00000      65000.00|   50000.00000      50000.00|   52200.00000       52200.00
  CANTILEVER GUIDE SIGN                   |                            |                            |
1420 645.291                  14.000  M2  |     760.00000      10640.00|     350.00000       4900.00|     200.00000        2800.00
  ROADSIDE GUIDE SIGNS TYPE II            |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 9
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000054             |(   2   ) 000164            |(   3  ) 000416
                                          |THE DIAZ CORPORATION        |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1430 645.292                 100.000  M2  |     280.00000      28000.00|     100.00000      10000.00|     250.00000       25000.00
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                            |                            |
1440 652.311                  15.000  EA  |      50.00000        750.00|      55.00000        825.00|     150.00000        2250.00
  TYPE II BARRICADE                       |                            |                            |
1450 652.312                  10.000  EA  |     200.00000       2000.00|      55.00000        550.00|     150.00000        1500.00
  TYPE III BARRICADE                      |                            |                            |
1460 652.33                   80.000  EA  |      50.00000       4000.00|      55.00000       4400.00|      60.00000        4800.00
  DRUM                                    |                            |                            |
1470 652.34                   80.000  EA  |      20.00000       1600.00|      20.00000       1600.00|      20.00000        1600.00
  CONE                                    |                            |                            |
1480 652.35                   70.000  M2  |      90.00000       6300.00|     120.00000       8400.00|     100.00000        7000.00
  CONSTRUCTION SIGNS                      |                            |                            |
1490 652.361                 260.000  LS  |   10000.00000      10000.00|   20000.00000      20000.00|   75000.00000       75000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1500 652.37                    2.000  GP  |    4000.00000       8000.00|    2800.00000       5600.00|    2800.00000        5600.00
  WARNING LIGHTS                          |                            |                            |
1510 652.38                 3000.000  MH  |      14.00000      42000.00|      17.00000      51000.00|      15.00000       45000.00
  FLAGGER                                 |                            |                            |
1520 657.24                  230.000  UN  |      12.25000       2817.50|      12.00000       2760.00|      12.00000        2760.00
  SEEDING PITS                            |                            |                            |
1530 658.20                   10.000  M2  |      29.00000        290.00|      28.50000        285.00|      36.00000         360.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1540 659.10                           LUMP|  350000.00000     350000.00|  350000.00000     350000.00|  328000.00000      328000.00
  MOBILIZATION                            |                            |                            |
1550 660.21                 3000.000  MH  |       1.00000       3000.00|       1.00000       3000.00|      12.00000       36000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,617,376.90|             $  3,658,688.70|              $  3,810,593.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,617,376.90|             $  3,658,688.70|              $  3,810,593.25
====================================================================================================================================
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 10
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|   31800.00000      31800.00|   60000.00000      60000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.11                    0.279  HA  |    5850.00000       1632.15|    5500.00000       1534.50|
  CLEARING                                |                            |                            |
0030 201.23                    2.000  EA  |    1100.00000       2200.00|    1000.00000       2000.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0040 201.24                    2.000  EA  |     225.00000        450.00|     200.00000        400.00|
  REMOVING STUMP                          |                            |                            |
0050 202.203                 970.000  M2  |      12.75000      12367.50|      12.00000      11640.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                21500.000  M3  |       9.55000     205325.00|       9.00000     193500.00|
  COMMON EXCAVATION                       |                            |                            |
0070 203.23                 1000.000  M3  |      16.00000      16000.00|      15.00000      15000.00|
  MUCK EXCAVATION                         |                            |                            |
0080 203.24                32600.000  M3  |      13.80000     449880.00|      13.00000     423800.00|
  COMMON BORROW                           |                            |                            |
0090 203.25                 1150.000  M3  |      17.00000      19550.00|      16.00000      18400.00|
  GRANULAR BORROW                         |                            |                            |
0100 203.26                 1780.000  M3  |      21.50000      38270.00|      20.00000      35600.00|
  GRAVEL BORROW                           |                            |                            |
0110 206.061                  50.000  M3  |      37.50000       1875.00|      35.00000       1750.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0120 206.07                   50.000  M3  |     160.00000       8000.00|     150.00000       7500.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0130 304.10                15700.000  M3  |      17.00000     266900.00|      16.00000     251200.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 403.207                3250.000  MG  |      51.50000     167375.00|      60.00000     195000.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                5650.000  MG  |      44.50000     251425.00|      42.00000     237300.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0160 403.209                 270.000  MG  |      85.00000      22950.00|      80.00000      21600.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.210                  83.000  MG  |      69.00000       5727.00|      65.00000       5395.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0180 403.211                 720.000  MG  |      49.00000      35280.00|      46.00000      33120.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 11
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 409.15                 1700.000  L   |       2.00000       3400.00|       2.00000       3400.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0200 501.231                   2.000  EA  |    4250.00000       8500.00|    5000.00000      10000.00|
  DYNAMIC LOADING TEST                    |                            |                            |
0210 501.54                  170.000  M   |     180.00000      30600.00|     280.00000      47600.00|
  STEEL H-BEAM PILES 174 KG/M, DELIVERED  |                            |                            |
0220 501.541                 170.000  M   |      10.60000       1802.00|     100.00000      17000.00|
  STEEL H-BEAM PILES 174 KG/M, IN PLACE   |                            |                            |
0230 501.90                   10.000  EA  |     220.00000       2200.00|     250.00000       2500.00|
  PILE TIPS                               |                            |                            |
0240 501.92                           LUMP|   20500.00000      20500.00|   30000.00000      30000.00|
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0250 502.219                 140.000  LS  |   54500.00000      54500.00|  300000.00000     300000.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0260 502.31                    9.000  LS  |    3900.00000       3900.00|    8000.00000       8000.00|
  STRUCTURAL CONCRETE APPROACH SLABS :    |                            |                            |
  ABUTMENT 1                              |                            |                            |
0270 502.31                    9.000  LS  |    3900.00000       3900.00|    8000.00000       8000.00|
  STRUCTURAL CONCRETE APPROACH SLABS :    |                            |                            |
  ABUTMENT 2                              |                            |                            |
0280 502.422                          LUMP|   99500.00000      99500.00|  200000.00000     200000.00|
  STRUCTURAL CONCRETE ROADWAY AND         |                            |                            |
  SIDEWALK SLAB ON CONCRETE BRIDGES       |                            |                            |
0290 503.12                21000.000  KG  |       0.61000      12810.00|       1.00000      21000.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0300 503.13                21000.000  KG  |       0.94000      19740.00|       0.70000      14700.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0310 508.13                  440.000  LS  |    3130.00000       3130.00|    6000.00000       6000.00|
  MEMBRANE WATERPROOFING                  |                            |                            |
0320 514.06                    1.000  EA  |     800.00000        800.00|    1500.00000       1500.00|
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0330 515.21                  310.000  LS  |    1000.00000       1000.00|    2000.00000       2000.00|
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0340 520.22                    1.000  EA  |   14500.00000      14500.00|   28000.00000      28000.00|
  EXPANSION DEVICE - COMPRESSION SEAL     |                            |                            |
0350 523.08                   10.000  EA  |    1400.00000      14000.00|    2500.00000      25000.00|
  ELASTOMERIC BRIDGE BEARING - LAMINATED  |                            |                            |
0360 526.301                  35.000  LS  |     350.00000        350.00|   50000.00000      50000.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 12
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 526.321                 130.000  LS  |   24000.00000      24000.00|   40000.00000      40000.00|
  PERMANENT CONCRETE BARRIER TYPE III A   |                            |                            |
0380 527.301                   2.000  EA  |    9150.00000      18300.00|    7000.00000      14000.00|
  ENERGY ABSORBING SYSTEM (C-A-T)         |                            |                            |
0390 527.304                   1.000  EA  |   37500.00000      37500.00|   37500.00000      37500.00|
  REACT-350                               |                            |                            |
0400 535.61                  183.000  LS  |  175750.00000     175750.00|  275000.00000     275000.00|
  PRESTRESSED STRUCTURAL CONCRETE         |                            |                            |
  I-GIRDERS                               |                            |                            |
0410 603.159                 135.000  M   |     138.00000      18630.00|     130.00000      17550.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0420 603.165                  40.000  M   |     140.00000       5600.00|     130.00000       5200.00|
  375 MM RCP CLASS III                    |                            |                            |
0430 603.175                  11.000  M   |     195.00000       2145.00|     180.00000       1980.00|
  450 MM RCP CLASS III                    |                            |                            |
0440 603.179                  13.000  M   |     195.00000       2535.00|     180.00000       2340.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0450 604.072                  14.000  EA  |    2350.00000      32900.00|    2200.00000      30800.00|
  CATCH BASIN TYPE A1-C                   |                            |                            |
0460 604.09                    3.000  EA  |    2250.00000       6750.00|    2100.00000       6300.00|
  CATCH BASIN TYPE B1                     |                            |                            |
0470 604.16                    8.000  EA  |     650.00000       5200.00|     600.00000       4800.00|
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0480 604.164                   4.000  EA  |    1275.00000       5100.00|    1200.00000       4800.00|
  REBUILDING CATCH BASIN                  |                            |                            |
0490 604.18                   10.000  EA  |     375.00000       3750.00|     350.00000       3500.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0500 604.249                   2.000  EA  |    1400.00000       2800.00|    1300.00000       2600.00|
  CATCH BASIN TYPE F6-C                   |                            |                            |
0510 604.252                   1.000  EA  |    2350.00000       2350.00|    2200.00000       2200.00|
  CATCH BASIN TYPE A5-C                   |                            |                            |
0520 605.09                  590.000  M   |      80.00000      47200.00|      75.00000      44250.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0530 605.10                    9.000  M   |     150.00000       1350.00|     110.00000        990.00|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0540 605.11                  115.000  M   |     125.00000      14375.00|     115.00000      13225.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0550 606.151                  16.000  M   |      43.50000        696.00|      52.00000        832.00|
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0560 606.17                  700.000  M   |      35.70000      24990.00|      34.00000      23800.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 13
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 606.1721                  4.000  EA  |     795.00000       3180.00|     800.00000       3200.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0580 606.18                   12.000  M   |      51.50000        618.00|      47.00000        564.00|
  GUARDRAIL TYPE 3B - DOUBLE RAIL         |                            |                            |
0590 606.201                  55.000  M   |      48.70000       2678.50|      53.00000       2915.00|
  GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS  |                            |                            |
0600 606.22                    8.000  M   |      40.50000        324.00|      53.00000        424.00|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0610 606.2602                  1.000  EA  |     375.00000        375.00|     400.00000        400.00|
  TERMINAL END -  TRAILING END            |                            |                            |
0620 606.265                   5.000  EA  |      45.00000        225.00|      30.00000        150.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0630 606.266                   2.000  EA  |      55.00000        110.00|      35.00000         70.00|
  TERMINAL END - SINGLE RAIL - CORROSION  |                            |                            |
  RESISTANT STEEL                         |                            |                            |
0640 606.35                   23.000  EA  |      32.00000        736.00|      30.00000        690.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0650 606.36                   95.000  M   |      24.50000       2327.50|      13.00000       1235.00|
  GUARDRAIL REMOVED AND RESET             |                            |                            |
0660 606.369                 205.000  M   |       5.50000       1127.50|       5.00000       1025.00|
  GUARDRAIL REMOVED AND STACKED           |                            |                            |
0670 606.752                   1.000  EA  |    1600.00000       1600.00|    1500.00000       1500.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0680 606.76                    3.000  EA  |    1575.00000       4725.00|    1100.00000       3300.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0690 608.251                 700.000  M2  |      70.00000      49000.00|      65.00000      45500.00|
  PRECAST CONCRETE PAVERS                 |                            |                            |
0700 609.11                  680.000  M   |      75.00000      51000.00|      70.00000      47600.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0710 609.12                  175.000  M   |     105.00000      18375.00|      95.00000      16625.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0720 609.234                  30.000  EA  |     140.00000       4200.00|     130.00000       3900.00|
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0730 609.237                  17.000  EA  |     225.00000       3825.00|     210.00000       3570.00|
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0740 609.31                  110.000  M   |      13.00000       1430.00|      17.00000       1870.00|
  CURB TYPE 3                             |                            |                            |
0750 609.34                   60.000  M   |      70.00000       4200.00|      65.00000       3900.00|
  CURB TYPE 5                             |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 14
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 609.35                   60.000  M   |     195.00000      11700.00|     180.00000      10800.00|
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0770 609.38                 1100.000  M   |      27.50000      30250.00|      25.00000      27500.00|
  RESET CURB TYPE 1                       |                            |                            |
0780 609.40                  720.000  M   |      27.50000      19800.00|      25.00000      18000.00|
  RESET CURB TYPE 5                       |                            |                            |
0790 610.08                   40.000  M3  |      55.00000       2200.00|      50.00000       2000.00|
  PLAIN RIPRAP                            |                            |                            |
0800 610.18                   20.000  M3  |      65.00000       1300.00|      60.00000       1200.00|
  STONE DITCH PROTECTION                  |                            |                            |
0810 612.06                   35.000  M2  |      12.75000        446.25|      12.00000        420.00|
  BITUMINOUS SEALING - BLACK              |                            |                            |
0820 615.07                  920.000  M3  |      32.50000      29900.00|      30.00000      27600.00|
  LOAM                                    |                            |                            |
0830 618.1301                 18.000  UN  |      15.00000        270.00|      16.00000        288.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0840 618.1401                 97.000  UN  |      13.50000       1309.50|      15.00000       1455.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0850 618.1411                 76.000  UN  |      14.50000       1102.00|      15.00000       1140.00|
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0860 618.25                    5.000  M3  |      50.00000        250.00|      20.00000        100.00|
  APPLIED WATER                           |                            |                            |
0870 619.1201                470.000  UN  |       8.00000       3760.00|      10.00000       4700.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0880 619.1301                  5.000  UN  |     450.00000       2250.00|      60.00000        300.00|
  BARK MULCH - PLAN QUANTITY BARK MULCH   |                            |                            |
  (PLAN QUANTITY)                         |                            |                            |
0890 620.58                  100.000  M2  |       4.50000        450.00|       4.00000        400.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0900 620.60                 8550.000  M2  |       6.50000      55575.00|       3.00000      25650.00|
  REINFORCEMENT GEOTEXTILE                |                            |                            |
0910 621.01                  750.000  EA  |       4.50000       3375.00|       4.00000       3000.00|
  EVERGREEN TREES (200 MM - 300 MM)       |                            |                            |
0920 621.037                  86.000  EA  |     155.00000      13330.00|     110.00000       9460.00|
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0930 621.197                  28.000  EA  |     265.00000       7420.00|     260.00000       7280.00|
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                            |                            |
  CALIPER) GROUP C                        |                            |                            |
0940 621.202                  87.000  EA  |     295.00000      25665.00|     325.00000      28275.00|
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 15
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 621.273                  46.000  EA  |     300.00000      13800.00|     325.00000      14950.00|
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0960 621.389                  58.000  EA  |      30.00000       1740.00|      26.00000       1508.00|
  DWARF EVERGREENS (375 MM - 450 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0970 621.397                  52.000  EA  |      45.00000       2340.00|      40.00000       2080.00|
  DWARF EVERGREENS (450 MM - 600 MM)      |                            |                            |
  GROUP C                                 |                            |                            |
0980 621.48                   39.000  EA  |      40.00000       1560.00|      26.00000       1014.00|
  BROADLEAF EVERGREENS (375 MM - 450 MM)  |                            |                            |
  GROUP A                                 |                            |                            |
0990 621.51                  203.000  EA  |      20.50000       4161.50|      22.00000       4466.00|
  HYBRID RHODODENDRON (375 MM - 450 MM)   |                            |                            |
1000 621.511                 374.000  EA  |      36.50000      13651.00|      29.00000      10846.00|
  HYBRID RHODODENDRON (450 MM - 600 MM)   |                            |                            |
1010 621.546                 272.000  EA  |      37.50000      10200.00|      34.00000       9248.00|
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
1020 621.71                 2400.000  EA  |      12.80000      30720.00|       9.00000      21600.00|
  HERBACEOUS PERENNIALS GROUP A           |                            |                            |
1030 626.11                   15.000  EA  |     505.00000       7575.00|     475.00000       7125.00|
  PRECAST CONCRETE JUNCTION BOX:___       |                            |                            |
1040 626.22                  580.000  M   |      67.50000      39150.00|      63.00000      36540.00|
  NON-METALLIC CONDUIT                    |                            |                            |
1050 626.23                 1900.000  M   |      32.50000      61750.00|      29.00000      55100.00|
  PREWIRED CONDUIT SECONDARY WIRING       |                            |                            |
1060 626.33                   32.000  EA  |    1050.00000      33600.00|     975.00000      31200.00|
  750 MM FOUNDATION                       |                            |                            |
1070 626.34                   17.000  EA  |    1600.00000      27200.00|    1500.00000      25500.00|
  SIGNAL POLE FOUNDATION                  |                            |                            |
1080 626.35                    2.000  EA  |     800.00000       1600.00|     750.00000       1500.00|
  CONTROLLER CABINET FOUNDATION           |                            |                            |
1090 626.36                   12.000  EA  |     500.00000       6000.00|     450.00000       5400.00|
  REMOVE OR MODIFY CONCRETE FOUNDATION    |                            |                            |
1100 626.37                    4.000  EA  |    2700.00000      10800.00|    2500.00000      10000.00|
  SPECIAL FOUNDATION                      |                            |                            |
1110 627.71                 9560.000  M   |       0.31000       2963.60|       0.30000       2868.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
1120 627.73                 3900.000  M   |       0.31000       1209.00|       0.30000       1170.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 16
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1130 627.75                  140.000  M2  |      13.25000       1855.00|      13.00000       1820.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
1140 627.78                12000.000  M   |       0.29000       3480.00|       0.30000       3600.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
1150 629.05                   35.000  MH  |      24.00000        840.00|      25.00000        875.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1160 631.10                   15.000  HR  |      60.00000        900.00|      50.00000        750.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
1170 631.11                   15.000  HR  |      40.00000        600.00|      25.00000        375.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
1180 631.12                   25.000  HR  |      80.00000       2000.00|      75.00000       1875.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1190 631.13                   20.000  HR  |      70.00000       1400.00|      65.00000       1300.00|
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
1200 631.172                  35.000  HR  |      50.00000       1750.00|      45.00000       1575.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1210 631.18                   10.000  HR  |      60.00000        600.00|      55.00000        550.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1220 631.20                   10.000  HR  |     110.00000       1100.00|     100.00000       1000.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1230 631.32                   20.000  HR  |     160.00000       3200.00|     150.00000       3000.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1240 631.36                   15.000  MH  |      35.00000        525.00|      40.00000        600.00|
  FOREMAN                                 |                            |                            |
1250 634.16                           LUMP|   45500.00000      45500.00|   45000.00000      45000.00|
  HIGHWAY LIGHTING                        |                            |                            |
1260 634.21                   32.000  EA  |    2100.00000      67200.00|    2000.00000      64000.00|
  CONVENTIONAL LIGHT STANDARD             |                            |                            |
1270 636.30                  430.000  M2  |     300.00000     129000.00|     200.00000      86000.00|
  M.S.E. RETAINING WALL                   |                            |                            |
1280 636.60                   45.000  M2  |     275.00000      12375.00|     500.00000      22500.00|
  MSE SEGMENTAL RETAINING WALL            |                            |                            |
1290 637.071                          LUMP|   15000.00000      15000.00|   10000.00000      10000.00|
  DUST CONTROL                            |                            |                            |
1300 639.18                    1.000  EA  |   12500.00000      12500.00|   15000.00000      15000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
1310 639.21                           LUMP|   11000.00000      11000.00|   10000.00000      10000.00|
  TESTING FACILITIES SOILS                |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 17
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1320 639.23                           LUMP|    4250.00000       4250.00|   12000.00000      12000.00|
  TESTING FACILITIES-CONCRETE             |                            |                            |
1330 643.71                           LUMP|    8500.00000       8500.00|    8000.00000       8000.00|
  TRAFFIC SIGNAL MODIFICATION : Auburn    |                            |                            |
  Mall entrance at Center Street          |                            |                            |
1340 643.71                           LUMP|    9500.00000       9500.00|    9000.00000       9000.00|
  TRAFFIC SIGNAL MODIFICATION : Turner St |                            |                            |
  @ Mt. Auburn Ave.                       |                            |                            |
1350 643.80                           LUMP|   46500.00000      46500.00|   45000.00000      45000.00|
  TRAFFIC SIGNALS AT : Center St.@Mt. Aub |                            |                            |
  EB On-Ramps                             |                            |                            |
1360 643.80                           LUMP|   53000.00000      53000.00|   50000.00000      50000.00|
  TRAFFIC SIGNALS AT : Center St.@Mt. Aub |                            |                            |
  WB Off-ramps                            |                            |                            |
1370 643.90                           LUMP|    8500.00000       8500.00|    8000.00000       8000.00|
  INTERCONNECT WIRE BETWEEN : Center St.  |                            |                            |
  on&off Ramps                            |                            |                            |
1380 643.92                   17.000  EA  |     700.00000      11900.00|     650.00000      11050.00|
  PEDESTAL POLE                           |                            |                            |
1390 643.93                    4.000  EA  |    4500.00000      18000.00|    4200.00000      16800.00|
  STRAIN POLE                             |                            |                            |
1400 645.13                           LUMP|   28000.00000      28000.00|   27000.00000      27000.00|
  GUIDE SIGN - OVERPASS MOUNTED           |                            |                            |
1410 645.15                           LUMP|   75500.00000      75500.00|   71000.00000      71000.00|
  CANTILEVER GUIDE SIGN                   |                            |                            |
1420 645.291                  14.000  M2  |     250.00000       3500.00|     204.00000       2856.00|
  ROADSIDE GUIDE SIGNS TYPE II            |                            |                            |
1430 645.292                 100.000  M2  |     300.00000      30000.00|     250.00000      25000.00|
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                            |                            |
1440 652.311                  15.000  EA  |     120.00000       1800.00|      60.00000        900.00|
  TYPE II BARRICADE                       |                            |                            |
1450 652.312                  10.000  EA  |     350.00000       3500.00|      60.00000        600.00|
  TYPE III BARRICADE                      |                            |                            |
1460 652.33                   80.000  EA  |      75.00000       6000.00|      60.00000       4800.00|
  DRUM                                    |                            |                            |
1470 652.34                   80.000  EA  |      16.50000       1320.00|      25.00000       2000.00|
  CONE                                    |                            |                            |
1480 652.35                   70.000  M2  |     170.00000      11900.00|     200.00000      14000.00|
  CONSTRUCTION SIGNS                      |                            |                            |
1490 652.361                 260.000  LS  |   36000.00000      36000.00|   50000.00000      50000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 18
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 007738.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000009             |(   5   ) 000032            |(      )
                                          |BANCROFT CONTRACTING CORP.  |REED & REED INC.            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1500 652.37                    2.000  GP  |    3000.00000       6000.00|    2800.00000       5600.00|
  WARNING LIGHTS                          |                            |                            |
1510 652.38                 3000.000  MH  |      15.00000      45000.00|      15.00000      45000.00|
  FLAGGER                                 |                            |                            |
1520 657.24                  230.000  UN  |      13.00000       2990.00|      14.00000       3220.00|
  SEEDING PITS                            |                            |                            |
1530 658.20                   10.000  M2  |      40.00000        400.00|      36.00000        360.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1540 659.10                           LUMP|  530000.00000     530000.00|  435000.00000     435000.00|
  MOBILIZATION                            |                            |                            |
1550 660.21                 3000.000  MH  |       2.00000       6000.00|       0.01000         30.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  4,153,374.00|             $  4,488,263.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  4,153,374.00|             $  4,488,263.50|              $
====================================================================================================================================