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     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 1
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00                                     COMPLETION DATE : 10/31/03
                                                          =========
   PROJECT(S):  STP-7645(00)X           COUNTIE(S) : FRANKLIN                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY IMPROVEMENTS AND BRIDGE WIDENING                                      NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000241         E L VINING & SON INC.                                                  $  3,817,296.00     100.0000%
   2   000460         M & H LOGGING AND CONSTRUCTION                                         $  4,056,053.00     106.2546%
   3   000164         C P M CONSTRUCTORS                                                     $  4,349,106.00     113.9316%
   4   000855         BRIDGECORP                                                             $  4,862,177.50     127.3723%
   5   000649         SARGENT & SARGENT, INC.                                                $  4,984,458.00     130.5756%
====================================================================================================================================
                                          |(   1  ) 000241             |(   2  ) 000460             |(   3  ) 000164
                                          |E L VINING & SON INC.       |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY/ BRIDGE ITEMS
                                          |                            |                            |
0010 201.11                    9.500  AC  |    2750.00000      26125.00|    6000.00000      57000.00|   15000.00000      142500.00
  CLEARING                                |                            |                            |
0020 201.23                   15.000  EA  |      75.00000       1125.00|     150.00000       2250.00|     300.00000        4500.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   35.000  EA  |     175.00000       6125.00|     200.00000       7000.00|      75.00000        2625.00
  REMOVING STUMP                          |                            |                            |
0040 202.123                 120.000  LS  |    3600.00000       3600.00|   20000.00000      20000.00|   15000.00000       15000.00
  SCARIFY CONCRETE DECK TOP 3''           |                            |                            |
0050 202.127                 120.000  LS  |    1000.00000       1000.00|    1500.00000       1500.00|    5000.00000        5000.00
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0060 202.128                  10.000  LS  |    1000.00000       1000.00|    9000.00000       9000.00|    8000.00000        8000.00
  REMOVE CONCRETE CURBS AND SIDEWALKS     |                            |                            |
0070 202.14                  100.000  LF  |       8.00000        800.00|      17.00000       1700.00|      20.00000        2000.00
  REMOVING EXISTING RAILINGS (PROPERTY OF |                            |                            |
  CONTRACTOR)                             |                            |                            |
0080 202.17                    8.000  LS  |    4000.00000       4000.00|    8100.00000       8100.00|   15000.00000       15000.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0090 203.20                91500.000  CY  |       4.00000     366000.00|       6.00000     549000.00|       7.50000      686250.00
  COMMON EXCAVATION                       |                            |                            |
0100 203.21                 1500.000  CY  |      38.00000      57000.00|      32.00000      48000.00|      35.00000       52500.00
  ROCK EXCAVATION                         |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 2
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000460            |(   3  ) 000164
                                          |E L VINING & SON INC.       |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 203.2312                         LUMP|    2500.00000       2500.00|     500.00000        500.00|   10000.00000       10000.00
  HEALTH AND SAFETY PLAN                  |                            |                            |
0120 203.233                 300.000  CY  |      95.00000      28500.00|      60.00000      18000.00|      90.00000       27000.00
  DISPOSAL OF SPECIAL EXCAVATION          |                            |                            |
0130 203.25                 1350.000  CY  |      19.00000      25650.00|      12.00000      16200.00|      20.00000       27000.00
  GRANULAR BORROW                         |                            |                            |
0140 203.35                   62.000  CY  |      32.00000       1984.00|      30.00000       1860.00|      50.00000        3100.00
  CRUSHED STONE FILL                      |                            |                            |
0150 206.061                 150.000  CY  |      20.00000       3000.00|      20.00000       3000.00|      20.00000        3000.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0160 206.07                  270.000  CY  |      68.00000      18360.00|     200.00000      54000.00|      75.00000       20250.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0170 206.082                 415.000  CY  |      35.00000      14525.00|      33.00000      13695.00|      28.00000       11620.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0180 304.10                53300.000  CY  |      11.50000     612950.00|      11.00000     586300.00|      10.00000      533000.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0190 403.207               13600.000  T   |      31.30000     425680.00|      34.00000     462400.00|      31.30000      425680.00
  HOT MIX ASPHALT 3/4 INCH NOMINAL MAX    |                            |                            |
  SIZE                                    |                            |                            |
0200 403.208                6000.000  T   |      31.80000     190800.00|      34.00000     204000.00|      31.80000      190800.00
  HOT MIX ASPHALT 1/2 INCH NOMINAL MAX    |                            |                            |
  SIZE                                    |                            |                            |
0210 403.209                 275.000  T   |      69.90000      19222.50|     110.00000      30250.00|      69.90000       19222.50
  HOT MIX ASPHALT 3/8 INCH   (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0220 403.210                  30.000  T   |      74.90000       2247.00|      80.00000       2400.00|      74.90000        2247.00
  HOT MIX ASPHALT 3/8 INCH NOMINAL MAX    |                            |                            |
  SIZE                                    |                            |                            |
0240 409.15                 2200.000  G   |       3.48000       7656.00|       4.00000       8800.00|       3.48000        7656.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0250 502.21                  237.000  CY  |     700.00000     165900.00|     350.00000      82950.00|     550.00000      130350.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0260 502.25                   28.000  LS  |   18000.00000      18000.00|   40000.00000      40000.00|   20000.00000       20000.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0270 502.27                   30.000  LS  |   72000.00000      72000.00|   90000.00000      90000.00|   60000.00000       60000.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE      |                            |                            |
  T-BEAM TYPE                             |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 3
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000460            |(   3  ) 000164
                                          |E L VINING & SON INC.       |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 502.49                    6.000  LS  |    8400.00000       8400.00|   20000.00000      20000.00|    5000.00000        5000.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALK  |                            |                            |
0290 503.12                16500.000  LB  |       1.00000      16500.00|       1.00000      16500.00|       0.30000        4950.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0300 503.13                16500.000  LB  |       1.00000      16500.00|       1.00000      16500.00|       0.55000        9075.00
  REINFORCING STEEL, PLACING              |                            |                            |
0310 503.17                   33.000  EA  |      69.00000       2277.00|      50.00000       1650.00|      15.00000         495.00
  MECHANICAL WELDED SPLICE                |                            |                            |
0320 507.0811                         LUMP|   15500.00000      15500.00|   18000.00000      18000.00|   13000.00000       13000.00
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0330 508.14                  230.000  LS  |   12000.00000      12000.00|   10000.00000      10000.00|   10000.00000       10000.00
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
0340 509.11                41256.000  LS  |   61605.00000      61605.00|   45000.00000      45000.00|   80000.00000       80000.00
  STEEL STRUCTURAL PLATE PIPE: 9'6        |                            |                            |
  DIAMETER                                |                            |                            |
0350 511.07                           LUMP|   10000.00000      10000.00|    2000.00000       2000.00|   10000.00000       10000.00
  COFFERDAM: CONCRETE BOX DOWNSTREAM      |                            |                            |
0360 511.07                           LUMP|   12500.00000      12500.00|    4500.00000       4500.00|   10000.00000       10000.00
  COFFERDAM: CONCRETE BOX UPSTREAM        |                            |                            |
0370 511.07                           LUMP|    3500.00000       3500.00|    1000.00000       1000.00|    5000.00000        5000.00
  COFFERDAM: PIPE DOWNSTREAM              |                            |                            |
0380 511.07                           LUMP|    5000.00000       5000.00|    2500.00000       2500.00|    5000.00000        5000.00
  COFFERDAM: PIPE UPSTREAM                |                            |                            |
0390 514.06                    1.000  EA  |    1500.00000       1500.00|    1100.00000       1100.00|     750.00000         750.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0400 515.21                  230.000  LS  |    1400.00000       1400.00|    2500.00000       2500.00|    1500.00000        1500.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0410 526.301                 320.000  LS  |    6800.00000       6800.00|    3000.00000       3000.00|    6000.00000        6000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0420 526.34                    4.000  EA  |    1800.00000       7200.00|    4000.00000      16000.00|    1800.00000        7200.00
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0430 527.34                    2.000  UN  |    3000.00000       6000.00|    3000.00000       6000.00|    1500.00000        3000.00
  WORK ZONE CRASH CUSHIONS                |                            |                            |
0440 534.71                    1.000  LS  |   52638.00000      52638.00|   60000.00000      60000.00|   50000.00000       50000.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0450 603.159                 520.000  LF  |      26.50000      13780.00|      30.00000      15600.00|      25.00000       13000.00
  12 INCH CULVERT PIPE OPTION III         |                            |                            |
0460 603.16                  520.000  LF  |      28.00000      14560.00|      25.00000      13000.00|      26.00000       13520.00
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0470 603.169                 185.000  LF  |      35.00000       6475.00|      40.00000       7400.00|      26.00000        4810.00
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 4
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000460            |(   3  ) 000164
                                          |E L VINING & SON INC.       |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 603.17                  230.000  LF  |      30.00000       6900.00|      25.00000       5750.00|      30.00000        6900.00
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0490 603.179                 575.000  LF  |      35.00000      20125.00|      40.00000      23000.00|      30.00000       17250.00
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0500 603.189                 370.000  LF  |      45.00000      16650.00|      50.00000      18500.00|      65.00000       24050.00
  21 INCH CULVERT PIPE OPTION III         |                            |                            |
0510 603.19                   50.000  LF  |      38.75000       1937.50|      35.00000       1750.00|      35.00000        1750.00
  24 INCH CULVERT PIPE OPTION I           |                            |                            |
0520 603.199                 405.000  LF  |      43.00000      17415.00|      55.00000      22275.00|      65.00000       26325.00
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0530 603.209                 270.000  LF  |      47.00000      12690.00|      60.00000      16200.00|      80.00000       21600.00
  30 INCH CULVERT PIPE OPTION III         |                            |                            |
0540 603.219                 150.000  LF  |      52.00000       7800.00|      70.00000      10500.00|     120.00000       18000.00
  36 INCH CULVERT PIPE OPTION III         |                            |                            |
0550 603.37                   64.000  LF  |     155.00000       9920.00|     200.00000      12800.00|     350.00000       22400.00
  64 INCH SPAN 43 INCH RISE PIPE ARCH     |                            |                            |
0560 603.77                    1.000  EA  |     225.00000        225.00|     300.00000        300.00|     200.00000         200.00
  15 INCH INLET GRATE UNIT                |                            |                            |
0570 603.91                   80.000  LF  |     140.00000      11200.00|     220.00000      17600.00|     175.00000       14000.00
  45" X 29" RCP ELLIPTICAL CULVERT PIPE   |                            |                            |
0580 604.092                  18.000  EA  |    1500.00000      27000.00|    2000.00000      36000.00|    2000.00000       36000.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0590 604.244                   2.000  EA  |    1125.00000       2250.00|    1000.00000       2000.00|    1000.00000        2000.00
  CATCH BASIN TYPE F4                     |                            |                            |
0600 604.246                   1.000  EA  |    1150.00000       1150.00|    1200.00000       1200.00|    1300.00000        1300.00
  CATCH BASIN TYPE F5                     |                            |                            |
0610 605.09                 7400.000  LF  |      21.00000     155400.00|      19.00000     140600.00|      18.00000      133200.00
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0620 605.10                  830.000  LF  |      19.50000      16185.00|      20.00000      16600.00|      18.00000       14940.00
  6 INCH UNDERDRAIN OUTLET                |                            |                            |
0630 605.11                 2720.000  LF  |      28.00000      76160.00|      30.00000      81600.00|      27.00000       73440.00
  12 INCH UNDERDRAIN TYPE C               |                            |                            |
0640 605.12                  260.000  LF  |      35.00000       9100.00|      25.00000       6500.00|      30.00000        7800.00
  15 INCH UNDERDRAIN TYPE C               |                            |                            |
0650 606.1721                  4.000  EA  |     950.00000       3800.00|    1200.00000       4800.00|     950.00000        3800.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0660 606.26                    3.000  EA  |      50.00000        150.00|      58.00000        174.00|      50.00000         150.00
  TERMINAL ENDS - SINGLE RAIL             |                            |                            |
0670 606.35                   60.000  EA  |      25.00000       1500.00|      30.00000       1800.00|      25.00000        1500.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0680 606.47                   40.000  EA  |      35.00000       1400.00|      50.00000       2000.00|      35.00000        1400.00
  SINGLE WOOD POST                        |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 5
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000460            |(   3  ) 000164
                                          |E L VINING & SON INC.       |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 606.55                 3487.500  LF  |       8.98000      31317.75|      10.00000      34875.00|       9.00000       31387.50
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0700 606.60                   75.000  LF  |       9.98000        748.50|      12.00000        900.00|      10.00000         750.00
  GUARDRAIL TYPE 3 - OVER 15 FOOT RADIUS  |                            |                            |
0710 606.74                  237.500  LF  |     179.08000      42531.50|     200.00000      47500.00|     180.00000       42750.00
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0720 606.76                   13.000  EA  |    1400.00000      18200.00|    1600.00000      20800.00|    1400.00000       18200.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0730 607.16                  300.000  LF  |      10.00000       3000.00|      13.00000       3900.00|      10.00000        3000.00
  CHAIN LINK FENCE - 4 FOOT               |                            |                            |
0740 609.31                 8600.000  LF  |       3.19000      27434.00|       3.50000      30100.00|       3.19000       27434.00
  CURB TYPE 3                             |                            |                            |
0750 610.08                  750.000  CY  |      35.00000      26250.00|      35.00000      26250.00|      40.00000       30000.00
  PLAIN RIPRAP                            |                            |                            |
0760 610.18                  450.000  CY  |      30.00000      13500.00|      35.00000      15750.00|      40.00000       18000.00
  STONE DITCH PROTECTION                  |                            |                            |
0770 612.06                 1030.000  SY  |       3.00000       3090.00|       3.30000       3399.00|       3.25000        3347.50
  BITUMINOUS SEALING - BLACK              |                            |                            |
0780 613.319                3750.000  SY  |       1.41000       5287.50|       3.00000      11250.00|       2.00000        7500.00
  EROSION CONTROL BLANKET                 |                            |                            |
0790 615.07                 4600.000  CY  |      23.50000     108100.00|      30.00000     138000.00|      25.00000      115000.00
  LOAM                                    |                            |                            |
0800 617.381                 100.000  CY  |      30.00000       3000.00|      25.00000       2500.00|      40.00000        4000.00
  EROSION CONTROL MIX                     |                            |                            |
0810 618.1301                175.000  UN  |      16.00000       2800.00|      18.00000       3150.00|      16.00000        2800.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0820 618.1401                510.000  UN  |      12.98000       6619.80|      15.00000       7650.00|      13.00000        6630.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0830 618.1411                370.000  UN  |      24.99000       9246.30|      30.00000      11100.00|      25.00000        9250.00
  SEEDING METHOD NUMBER 3 - PLAN MEASURE  |                            |                            |
0840 618.25                    3.000  MGAL|      20.00000         60.00|      40.00000        120.00|      20.00000          60.00
  APPLIED WATER                           |                            |                            |
0850 619.1201               1300.000  UN  |       6.00000       7800.00|       7.00000       9100.00|       6.00000        7800.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0860 620.54                 1500.000  SY  |       2.00000       3000.00|       3.00000       4500.00|       2.00000        3000.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0870 620.58                 1300.000  SY  |       1.85000       2405.00|       3.00000       3900.00|       2.00000        2600.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0880 627.71                40650.000  LF  |       0.08000       3252.00|       0.10000       4065.00|       0.10000        4065.00
  4 INCH WHITE PAVEMENT MARKING LINE      |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 6
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000460            |(   3  ) 000164
                                          |E L VINING & SON INC.       |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 627.73                20450.000  LF  |       0.16000       3272.00|       0.20000       4090.00|       0.15000        3067.50
  4 INCH YELLOW PAVEMENT MARKING LINE     |                            |                            |
0900 627.75                  300.000  SF  |       2.50000        750.00|       2.95000        885.00|       1.75000         525.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0910 627.78                61300.000  LF  |       0.12000       7356.00|       0.15000       9195.00|       0.10000        6130.00
  TEMPORARY 4 INCH PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0920 629.05                   10.000  MH  |      25.00000        250.00|      25.00000        250.00|      30.00000         300.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0930 631.12                   10.000  HR  |     100.00000       1000.00|      75.00000        750.00|      90.00000         900.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0940 631.172                  10.000  HR  |      38.00000        380.00|      40.00000        400.00|      45.00000         450.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0950 631.18                   10.000  HR  |      32.00000        320.00|      35.00000        350.00|      35.00000         350.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0960 631.20                   15.000  HR  |     100.00000       1500.00|      80.00000       1200.00|     125.00000        1875.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0970 631.32                    5.000  HR  |     110.00000        550.00|      48.00000        240.00|     150.00000         750.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0980 635.14                 5150.000  SF  |      55.00000     283250.00|      45.00000     231750.00|      45.00000      231750.00
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
0990 637.071                          LUMP|   23000.00000      23000.00|   21000.00000      21000.00|   35000.00000       35000.00
  DUST CONTROL                            |                            |                            |
1000 639.18                    1.000  EA  |    7000.00000       7000.00|    8000.00000       8000.00|   15000.00000       15000.00
  FIELD OFFICE TYPE A                     |                            |                            |
1010 639.21                           LUMP|    4000.00000       4000.00|    5000.00000       5000.00|       1.00000           1.00
  TESTING FACILITIES SOILS                |                            |                            |
1020 643.72                           LUMP|   22759.00000      22759.00|   20000.00000      20000.00|   25000.00000       25000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
1030 652.31                   10.000  EA  |      55.00000        550.00|      60.00000        600.00|      50.00000         500.00
  TYPE I BARRICADE                        |                            |                            |
1040 652.311                  10.000  EA  |      40.00000        400.00|      60.00000        600.00|      55.00000         550.00
  TYPE II BARRICADE                       |                            |                            |
1050 652.33                  100.000  EA  |      35.00000       3500.00|      25.00000       2500.00|      55.00000        5500.00
  DRUM                                    |                            |                            |
1060 652.34                  100.000  EA  |      10.00000       1000.00|      20.00000       2000.00|      15.00000        1500.00
  CONE                                    |                            |                            |
1070 652.35                  900.000  SF  |       9.00000       8100.00|       7.00000       6300.00|      10.00000        9000.00
  CONSTRUCTION SIGNS                      |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 7
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000460            |(   3  ) 000164
                                          |E L VINING & SON INC.       |M & H LOGGING AND CONSTRUCT |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1080 652.361                 200.000  LS  |    9000.00000       9000.00|    8000.00000       8000.00|   20000.00000       20000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1090 652.38                 3000.000  MH  |      12.00000      36000.00|      15.40000      46200.00|      14.00000       42000.00
  FLAGGER                                 |                            |                            |
1100 656.75                           LUMP|   50000.00000      50000.00|   31000.00000      31000.00|   75000.00000       75000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1110 657.24                  300.000  UN  |       9.99000       2997.00|      11.00000       3300.00|       0.01000           3.00
  SEEDING PITS                            |                            |                            |
1120 658.20                   90.000  SY  |      15.00000       1350.00|      17.00000       1530.00|      19.50000        1755.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1130 659.10                           LUMP|  280527.65000     280527.65|  250000.00000     250000.00|  430000.00000      430000.00
  MOBILIZATION                            |                            |                            |
1140 660.21                 2000.000  MH  |       1.00000       2000.00|      10.00000      20000.00|       0.01000          20.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,817,296.00|             $  4,056,053.00|              $  4,349,106.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,817,296.00|             $  4,056,053.00|              $  4,349,106.00
====================================================================================================================================
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 8
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000649            |(      )
                                          |BRIDGECORP                  |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY/ BRIDGE ITEMS
                                          |                            |                            |
0010 201.11                    9.500  AC  |    8800.00000      83600.00|   10000.00000      95000.00|
  CLEARING                                |                            |                            |
0020 201.23                   15.000  EA  |     300.00000       4500.00|     500.00000       7500.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   35.000  EA  |     225.00000       7875.00|     250.00000       8750.00|
  REMOVING STUMP                          |                            |                            |
0040 202.123                 120.000  LS  |   25000.00000      25000.00|   35000.00000      35000.00|
  SCARIFY CONCRETE DECK TOP 3''           |                            |                            |
0050 202.127                 120.000  LS  |    5000.00000       5000.00|    7000.00000       7000.00|
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0060 202.128                  10.000  LS  |   10000.00000      10000.00|   14000.00000      14000.00|
  REMOVE CONCRETE CURBS AND SIDEWALKS     |                            |                            |
0070 202.14                  100.000  LF  |      50.00000       5000.00|      70.00000       7000.00|
  REMOVING EXISTING RAILINGS (PROPERTY OF |                            |                            |
  CONTRACTOR)                             |                            |                            |
0080 202.17                    8.000  LS  |   15000.00000      15000.00|   21000.00000      21000.00|
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0090 203.20                91500.000  CY  |       8.00000     732000.00|      10.00000     915000.00|
  COMMON EXCAVATION                       |                            |                            |
0100 203.21                 1500.000  CY  |      90.00000     135000.00|      50.00000      75000.00|
  ROCK EXCAVATION                         |                            |                            |
0110 203.2312                         LUMP|    8000.00000       8000.00|    2500.00000       2500.00|
  HEALTH AND SAFETY PLAN                  |                            |                            |
0120 203.233                 300.000  CY  |      30.00000       9000.00|     100.00000      30000.00|
  DISPOSAL OF SPECIAL EXCAVATION          |                            |                            |
0130 203.25                 1350.000  CY  |      25.00000      33750.00|      18.00000      24300.00|
  GRANULAR BORROW                         |                            |                            |
0140 203.35                   62.000  CY  |      35.00000       2170.00|      30.00000       1860.00|
  CRUSHED STONE FILL                      |                            |                            |
0150 206.061                 150.000  CY  |      25.00000       3750.00|      25.00000       3750.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0160 206.07                  270.000  CY  |     200.00000      54000.00|     120.00000      32400.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0170 206.082                 415.000  CY  |      20.00000       8300.00|      45.00000      18675.00|
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0180 304.10                53300.000  CY  |      15.00000     799500.00|      12.00000     639600.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 9
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000649            |(      )
                                          |BRIDGECORP                  |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 403.207               13600.000  T   |      31.30000     425680.00|      32.00000     435200.00|
  HOT MIX ASPHALT 3/4 INCH NOMINAL MAX    |                            |                            |
  SIZE                                    |                            |                            |
0200 403.208                6000.000  T   |      31.80000     190800.00|      32.00000     192000.00|
  HOT MIX ASPHALT 1/2 INCH NOMINAL MAX    |                            |                            |
  SIZE                                    |                            |                            |
0210 403.209                 275.000  T   |     100.00000      27500.00|      70.00000      19250.00|
  HOT MIX ASPHALT 3/8 INCH   (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0220 403.210                  30.000  T   |      75.00000       2250.00|      75.00000       2250.00|
  HOT MIX ASPHALT 3/8 INCH NOMINAL MAX    |                            |                            |
  SIZE                                    |                            |                            |
0240 409.15                 2200.000  G   |       3.50000       7700.00|       3.50000       7700.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0250 502.21                  237.000  CY  |     525.00000     124425.00|     600.00000     142200.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0260 502.25                   28.000  LS  |   40000.00000      40000.00|   48000.00000      48000.00|
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0270 502.27                   30.000  LS  |   75000.00000      75000.00|   90000.00000      90000.00|
  STRUCTURAL CONCRETE SUPERSTRUCTURE      |                            |                            |
  T-BEAM TYPE                             |                            |                            |
0280 502.49                    6.000  LS  |    5000.00000       5000.00|    6000.00000       6000.00|
  STRUCTURAL CONCRETE CURBS AND SIDEWALK  |                            |                            |
0290 503.12                16500.000  LB  |       0.35000       5775.00|       0.45000       7425.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0300 503.13                16500.000  LB  |       0.60000       9900.00|       0.75000      12375.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0310 503.17                   33.000  EA  |      20.00000        660.00|      25.00000        825.00|
  MECHANICAL WELDED SPLICE                |                            |                            |
0320 507.0811                         LUMP|   15000.00000      15000.00|   18000.00000      18000.00|
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0330 508.14                  230.000  LS  |   10000.00000      10000.00|   12000.00000      12000.00|
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
0340 509.11                41256.000  LS  |   50000.00000      50000.00|   65000.00000      65000.00|
  STEEL STRUCTURAL PLATE PIPE: 9'6        |                            |                            |
  DIAMETER                                |                            |                            |
0350 511.07                           LUMP|   10000.00000      10000.00|   12000.00000      12000.00|
  COFFERDAM: CONCRETE BOX DOWNSTREAM      |                            |                            |
0360 511.07                           LUMP|   10000.00000      10000.00|   12000.00000      12000.00|
  COFFERDAM: CONCRETE BOX UPSTREAM        |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 10
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000649            |(      )
                                          |BRIDGECORP                  |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 511.07                           LUMP|    7500.00000       7500.00|    9000.00000       9000.00|
  COFFERDAM: PIPE DOWNSTREAM              |                            |                            |
0380 511.07                           LUMP|    7500.00000       7500.00|    9000.00000       9000.00|
  COFFERDAM: PIPE UPSTREAM                |                            |                            |
0390 514.06                    1.000  EA  |     750.00000        750.00|     900.00000        900.00|
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0400 515.21                  230.000  LS  |    2000.00000       2000.00|    2400.00000       2400.00|
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0410 526.301                 320.000  LS  |    7500.00000       7500.00|    9000.00000       9000.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0420 526.34                    4.000  EA  |    2000.00000       8000.00|    2400.00000       9600.00|
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0430 527.34                    2.000  UN  |    2000.00000       4000.00|    2400.00000       4800.00|
  WORK ZONE CRASH CUSHIONS                |                            |                            |
0440 534.71                    1.000  LS  |   60000.00000      60000.00|   80000.00000      80000.00|
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0450 603.159                 520.000  LF  |      60.00000      31200.00|      42.00000      21840.00|
  12 INCH CULVERT PIPE OPTION III         |                            |                            |
0460 603.16                  520.000  LF  |      20.00000      10400.00|      45.00000      23400.00|
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0470 603.169                 185.000  LF  |      65.00000      12025.00|      45.00000       8325.00|
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
0480 603.17                  230.000  LF  |      25.00000       5750.00|      48.00000      11040.00|
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0490 603.179                 575.000  LF  |      80.00000      46000.00|      48.00000      27600.00|
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0500 603.189                 370.000  LF  |      80.00000      29600.00|      54.00000      19980.00|
  21 INCH CULVERT PIPE OPTION III         |                            |                            |
0510 603.19                   50.000  LF  |      30.00000       1500.00|      54.00000       2700.00|
  24 INCH CULVERT PIPE OPTION I           |                            |                            |
0520 603.199                 405.000  LF  |      85.00000      34425.00|      54.00000      21870.00|
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0530 603.209                 270.000  LF  |      90.00000      24300.00|      60.00000      16200.00|
  30 INCH CULVERT PIPE OPTION III         |                            |                            |
0540 603.219                 150.000  LF  |     130.00000      19500.00|      72.00000      10800.00|
  36 INCH CULVERT PIPE OPTION III         |                            |                            |
0550 603.37                   64.000  LF  |     270.00000      17280.00|     100.00000       6400.00|
  64 INCH SPAN 43 INCH RISE PIPE ARCH     |                            |                            |
0560 603.77                    1.000  EA  |     290.00000        290.00|     300.00000        300.00|
  15 INCH INLET GRATE UNIT                |                            |                            |
0570 603.91                   80.000  LF  |     175.00000      14000.00|     120.00000       9600.00|
  45" X 29" RCP ELLIPTICAL CULVERT PIPE   |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 11
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000649            |(      )
                                          |BRIDGECORP                  |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 604.092                  18.000  EA  |    2300.00000      41400.00|    2200.00000      39600.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0590 604.244                   2.000  EA  |    1400.00000       2800.00|    1200.00000       2400.00|
  CATCH BASIN TYPE F4                     |                            |                            |
0600 604.246                   1.000  EA  |    1500.00000       1500.00|    1400.00000       1400.00|
  CATCH BASIN TYPE F5                     |                            |                            |
0610 605.09                 7400.000  LF  |      17.00000     125800.00|      24.00000     177600.00|
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0620 605.10                  830.000  LF  |      25.00000      20750.00|      24.00000      19920.00|
  6 INCH UNDERDRAIN OUTLET                |                            |                            |
0630 605.11                 2720.000  LF  |      30.00000      81600.00|      28.00000      76160.00|
  12 INCH UNDERDRAIN TYPE C               |                            |                            |
0640 605.12                  260.000  LF  |      32.00000       8320.00|      32.00000       8320.00|
  15 INCH UNDERDRAIN TYPE C               |                            |                            |
0650 606.1721                  4.000  EA  |     950.00000       3800.00|    1250.00000       5000.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0660 606.26                    3.000  EA  |      50.00000        150.00|      60.00000        180.00|
  TERMINAL ENDS - SINGLE RAIL             |                            |                            |
0670 606.35                   60.000  EA  |      25.00000       1500.00|      30.00000       1800.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0680 606.47                   40.000  EA  |      35.00000       1400.00|      42.00000       1680.00|
  SINGLE WOOD POST                        |                            |                            |
0690 606.55                 3487.500  LF  |       9.00000      31387.50|      10.00000      34875.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0700 606.60                   75.000  LF  |      10.00000        750.00|      12.00000        900.00|
  GUARDRAIL TYPE 3 - OVER 15 FOOT RADIUS  |                            |                            |
0710 606.74                  237.500  LF  |     180.00000      42750.00|     120.00000      28500.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0720 606.76                   13.000  EA  |    1400.00000      18200.00|    1500.00000      19500.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0730 607.16                  300.000  LF  |      10.00000       3000.00|      12.00000       3600.00|
  CHAIN LINK FENCE - 4 FOOT               |                            |                            |
0740 609.31                 8600.000  LF  |       5.50000      47300.00|       3.00000      25800.00|
  CURB TYPE 3                             |                            |                            |
0750 610.08                  750.000  CY  |      95.00000      71250.00|      45.00000      33750.00|
  PLAIN RIPRAP                            |                            |                            |
0760 610.18                  450.000  CY  |      65.00000      29250.00|      40.00000      18000.00|
  STONE DITCH PROTECTION                  |                            |                            |
0770 612.06                 1030.000  SY  |       3.00000       3090.00|       3.00000       3090.00|
  BITUMINOUS SEALING - BLACK              |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 12
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000649            |(      )
                                          |BRIDGECORP                  |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 613.319                3750.000  SY  |       2.50000       9375.00|       3.00000      11250.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0790 615.07                 4600.000  CY  |      35.00000     161000.00|      18.00000      82800.00|
  LOAM                                    |                            |                            |
0800 617.381                 100.000  CY  |      40.00000       4000.00|      24.00000       2400.00|
  EROSION CONTROL MIX                     |                            |                            |
0810 618.1301                175.000  UN  |      30.00000       5250.00|      24.00000       4200.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0820 618.1401                510.000  UN  |      19.00000       9690.00|      13.00000       6630.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0830 618.1411                370.000  UN  |      30.00000      11100.00|      36.00000      13320.00|
  SEEDING METHOD NUMBER 3 - PLAN MEASURE  |                            |                            |
0840 618.25                    3.000  MGAL|      20.00000         60.00|      30.00000         90.00|
  APPLIED WATER                           |                            |                            |
0850 619.1201               1300.000  UN  |      10.00000      13000.00|       6.25000       8125.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0860 620.54                 1500.000  SY  |       3.00000       4500.00|       1.00000       1500.00|
  STABILIZATION GEOTEXTILE                |                            |                            |
0870 620.58                 1300.000  SY  |       3.50000       4550.00|       1.00000       1300.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0880 627.71                40650.000  LF  |       0.08000       3252.00|       0.10000       4065.00|
  4 INCH WHITE PAVEMENT MARKING LINE      |                            |                            |
0890 627.73                20450.000  LF  |       0.16000       3272.00|       0.16000       3272.00|
  4 INCH YELLOW PAVEMENT MARKING LINE     |                            |                            |
0900 627.75                  300.000  SF  |       2.50000        750.00|       2.50000        750.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0910 627.78                61300.000  LF  |       0.12000       7356.00|       0.12000       7356.00|
  TEMPORARY 4 INCH PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0920 629.05                   10.000  MH  |      25.00000        250.00|      30.00000        300.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0930 631.12                   10.000  HR  |     140.00000       1400.00|     120.00000       1200.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0940 631.172                  10.000  HR  |      50.00000        500.00|      50.00000        500.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0950 631.18                   10.000  HR  |      30.00000        300.00|      36.00000        360.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0960 631.20                   15.000  HR  |     150.00000       2250.00|     125.00000       1875.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 09/04/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/04/02
                                                                                                                   PAGE : 13
     LOCATION : AVON                                    TABULATION OF BIDS
                                            CONTRACT ID : 007645.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000649            |(      )
                                          |BRIDGECORP                  |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0970 631.32                    5.000  HR  |     250.00000       1250.00|     125.00000        625.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0980 635.14                 5150.000  SF  |      45.00000     231750.00|      50.00000     257500.00|
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
0990 637.071                          LUMP|   10000.00000      10000.00|   50000.00000      50000.00|
  DUST CONTROL                            |                            |                            |
1000 639.18                    1.000  EA  |   12000.00000      12000.00|   10000.00000      10000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
1010 639.21                           LUMP|    3000.00000       3000.00|    6000.00000       6000.00|
  TESTING FACILITIES SOILS                |                            |                            |
1020 643.72                           LUMP|   39000.00000      39000.00|   31000.00000      31000.00|
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
1030 652.31                   10.000  EA  |      30.00000        300.00|      30.00000        300.00|
  TYPE I BARRICADE                        |                            |                            |
1040 652.311                  10.000  EA  |      40.00000        400.00|      30.00000        300.00|
  TYPE II BARRICADE                       |                            |                            |
1050 652.33                  100.000  EA  |      65.00000       6500.00|      30.00000       3000.00|
  DRUM                                    |                            |                            |
1060 652.34                  100.000  EA  |      25.00000       2500.00|      12.00000       1200.00|
  CONE                                    |                            |                            |
1070 652.35                  900.000  SF  |      50.00000      45000.00|      15.00000      13500.00|
  CONSTRUCTION SIGNS                      |                            |                            |
1080 652.361                 200.000  LS  |   18000.00000      18000.00|   40000.00000      40000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1090 652.38                 3000.000  MH  |      18.00000      54000.00|      15.00000      45000.00|
  FLAGGER                                 |                            |                            |
1100 656.75                           LUMP|   30000.00000      30000.00|   36000.00000      36000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1110 657.24                  300.000  UN  |       2.00000        600.00|      25.00000       7500.00|
  SEEDING PITS                            |                            |                            |
1120 658.20                   90.000  SY  |      15.00000       1350.00|      15.00000       1350.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1130 659.10                           LUMP|  334000.00000     334000.00|  498500.00000     498500.00|
  MOBILIZATION                            |                            |                            |
1140 660.21                 2000.000  MH  |       0.01000         20.00|       2.00000       4000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  4,862,177.50|             $  4,984,458.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  4,862,177.50|             $  4,984,458.00|              $
====================================================================================================================================