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     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 1
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56                                     COMPLETION DATE : 09/19/03
                                                           =========
   PROJECT(S):  BR-1014(456)X           LOCATION(S): BRIDGTON                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRIDGE SUPERSTRUCTURE REPLACEMENT                                             NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000063         WYMAN & SIMPSON, INC.                                                  $    314,582.00     100.0000%
   2   001177         ATLANTIC MECHANICAL, INC.                                              $    330,502.00     105.0607%
   3   000164         C P M CONSTRUCTORS                                                     $    354,056.00     112.5481%
   4   000416         T BUCK CONSTRUCTION INC.                                               $    364,392.25     115.8338%
   5   000460         M & H LOGGING AND CONSTRUCTION                                         $    371,680.00     118.1504%
   6   000272         A & V CONSTRUCTION, CORP.                                              $    372,305.00     118.3491%
   7   001198         BAYVIEW CONSTRUCTION, CROPORATION.                                     $    391,836.00     124.5577%
====================================================================================================================================
                                          |(   1  ) 000063             |(   2  ) 001177             |(   3  ) 000164
                                          |WYMAN & SIMPSON, INC.       |ATLANTIC MECHANICAL, INC.   |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  100.000  LS  |   25000.00000      25000.00|   12000.00000      12000.00|   25000.00000       25000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  400.000  M3  |       9.70000       3880.00|      21.60000       8640.00|      10.00000        4000.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                   10.000  M3  |      12.00000        120.00|      21.60000        216.00|      50.00000         500.00
  COMMON BORROW                           |                            |                            |
0040 203.25                   40.000  M3  |      40.00000       1600.00|      24.00000        960.00|      60.00000        2400.00
  GRANULAR BORROW                         |                            |                            |
0050 206.082                  90.000  M3  |      35.00000       3150.00|      21.60000       1944.00|      25.00000        2250.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0060 304.10                  460.000  M3  |      18.00000       8280.00|      24.00000      11040.00|      30.00000       13800.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.208                  56.000  MG  |     160.00000       8960.00|     180.00000      10080.00|     150.00000        8400.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.210                  23.000  MG  |     160.00000       3680.00|     180.00000       4140.00|     150.00000        3450.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0090 403.213                  64.000  MG  |     160.00000      10240.00|     180.00000      11520.00|     150.00000        9600.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 2
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 001177            |(   3  ) 000164
                                          |WYMAN & SIMPSON, INC.       |ATLANTIC MECHANICAL, INC.   |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 409.15                   50.000  L   |       4.00000        200.00|       3.60000        180.00|      10.00000         500.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 501.231                   1.000  EA  |    3000.00000       3000.00|    4800.00000       4800.00|    4000.00000        4000.00
  DYNAMIC LOADING TEST                    |                            |                            |
0120 501.40                   74.000  M   |      56.00000       4144.00|     102.00000       7548.00|     130.00000        9620.00
  STEEL H-BEAM PILES 79 KG/M, DELIVERED   |                            |                            |
0130 501.401                  74.000  M   |       6.00000        444.00|      12.00000        888.00|      20.00000        1480.00
  STEEL H-BEAM PILES 79 KG/M, IN PLACE    |                            |                            |
0140 501.90                    8.000  EA  |     315.00000       2520.00|     178.00000       1424.00|     200.00000        1600.00
  PILE TIPS                               |                            |                            |
0150 501.92                           LUMP|    7500.00000       7500.00|   12000.00000      12000.00|   25000.00000       25000.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0160 502.219                  37.000  LS  |   30000.00000      30000.00|   33336.00000      33336.00|   25000.00000       25000.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0170 502.25                   28.000  LS  |   15500.00000      15500.00|   21960.00000      21960.00|   20000.00000       20000.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0180 502.31                   16.000  LS  |    5000.00000       5000.00|    5856.00000       5856.00|    5000.00000        5000.00
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0190 502.49                    5.000  LS  |    7000.00000       7000.00|    5268.00000       5268.00|    5000.00000        5000.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0200 503.12                 2600.000  KG  |       1.00000       2600.00|       0.72000       1872.00|       1.00000        2600.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0210 503.13                 2600.000  KG  |       0.30000        780.00|       1.20000       3120.00|       1.00000        2600.00
  REINFORCING STEEL, PLACING              |                            |                            |
0220 507.0811                 31.000  LS  |    8300.00000       8300.00|   10000.00000      10000.00|    8500.00000        8500.00
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0230 507.0812                  4.000  EA  |    1850.00000       7400.00|    2160.00000       8640.00|    1600.00000        6400.00
  STEEL APPROACH RAILING : 2-BAR          |                            |                            |
0240 508.13                  140.000  LS  |    3200.00000       3200.00|    3582.00000       3582.00|    2700.00000        2700.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 511.07                           LUMP|    2500.00000       2500.00|    4200.00000       4200.00|    7000.00000        7000.00
  COFFERDAM: ABUTMENT NO. 1               |                            |                            |
0260 511.07                           LUMP|    2500.00000       2500.00|    4200.00000       4200.00|    7000.00000        7000.00
  COFFERDAM: ABUTMENT NO.2                |                            |                            |
0270 512.081                  28.000  LS  |    2000.00000       2000.00|    2808.00000       2808.00|    2500.00000        2500.00
  FRENCH DRAINS                           |                            |                            |
0280 514.06                    1.000  EA  |     700.00000        700.00|     300.00000        300.00|     750.00000         750.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0290 515.21                   54.000  LS  |     750.00000        750.00|     480.00000        480.00|     500.00000         500.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 3
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 001177            |(   3  ) 000164
                                          |WYMAN & SIMPSON, INC.       |ATLANTIC MECHANICAL, INC.   |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 535.60                   64.000  LS  |   76400.00000      76400.00|   74568.00000      74568.00|   75000.00000       75000.00
  PRESTRESSED STRUCTURAL CONCRETE SLAB    |                            |                            |
0310 606.1722                  4.000  EA  |     570.00000       2280.00|     840.00000       3360.00|     530.00000        2120.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0320 606.265                   2.000  EA  |      22.00000         44.00|      48.00000         96.00|      20.00000          40.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0330 606.35                    6.000  EA  |      24.00000        144.00|      42.00000        252.00|      22.00000         132.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0340 606.55                   73.000  M   |      46.00000       3358.00|      42.00000       3066.00|      43.00000        3139.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0350 606.60                   16.000  M   |      53.00000        848.00|      48.00000        768.00|      50.00000         800.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0360 606.76                    2.000  EA  |    1465.00000       2930.00|    1920.00000       3840.00|    1400.00000        2800.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0370 610.08                  140.000  M3  |      60.00000       8400.00|      60.00000       8400.00|      65.00000        9100.00
  PLAIN RIPRAP                            |                            |                            |
0380 615.07                    8.000  M3  |      30.00000        240.00|      60.00000        480.00|     150.00000        1200.00
  LOAM                                    |                            |                            |
0390 618.1401                  2.000  UN  |     270.00000        540.00|     360.00000        720.00|     250.00000         500.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0400 619.1201                  2.000  UN  |      55.00000        110.00|     240.00000        480.00|      50.00000         100.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0410 619.1401                 15.000  M3  |      74.00000       1110.00|      42.00000        630.00|      70.00000        1050.00
  EROSION CONTROL MIX                     |                            |                            |
0420 620.58                  160.000  M2  |       3.00000        480.00|       3.00000        480.00|       5.00000         800.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0430 627.711                 225.000  M   |       3.60000        810.00|       4.80000       1080.00|       3.00000         675.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0440 629.05                   10.000  HR  |      24.00000        240.00|      24.00000        240.00|      25.00000         250.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0450 631.12                   10.000  HR  |      80.00000        800.00|      96.00000        960.00|      80.00000         800.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0460 631.14                   10.000  HR  |      65.00000        650.00|     120.00000       1200.00|     100.00000        1000.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0470 631.15                   10.000  HR  |      40.00000        400.00|      60.00000        600.00|      45.00000         450.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0480 631.172                  10.000  HR  |      35.00000        350.00|      48.00000        480.00|      45.00000         450.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 4
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 001177            |(   3  ) 000164
                                          |WYMAN & SIMPSON, INC.       |ATLANTIC MECHANICAL, INC.   |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 637.071                          LUMP|    1000.00000       1000.00|    1800.00000       1800.00|    1000.00000        1000.00
  DUST CONTROL                            |                            |                            |
0500 639.19                    1.000  EA  |    1500.00000       1500.00|    3600.00000       3600.00|    3500.00000        3500.00
  FIELD OFFICE TYPE B                     |                            |                            |
0510 652.39                           LUMP|    7500.00000       7500.00|    2400.00000       2400.00|    5000.00000        5000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0520 656.75                           LUMP|    2000.00000       2000.00|    3000.00000       3000.00|    2000.00000        2000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0530 659.10                           LUMP|   31500.00000      31500.00|   25000.00000      25000.00|   35000.00000       35000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    314,582.00|             $    330,502.00|              $    354,056.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    314,582.00|             $    330,502.00|              $    354,056.00
====================================================================================================================================
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 5
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416             |(   5   ) 000460            |(   6  ) 000272
                                          |T BUCK CONSTRUCTION INC.    |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  100.000  LS  |   32000.00000      32000.00|    8000.00000       8000.00|   25500.00000       25500.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  400.000  M3  |       9.50000       3800.00|      15.00000       6000.00|       9.00000        3600.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                   10.000  M3  |      31.00000        310.00|      20.00000        200.00|      26.00000         260.00
  COMMON BORROW                           |                            |                            |
0040 203.25                   40.000  M3  |      23.25000        930.00|      40.00000       1600.00|      31.00000        1240.00
  GRANULAR BORROW                         |                            |                            |
0050 206.082                  90.000  M3  |      33.75000       3037.50|      50.00000       4500.00|      49.00000        4410.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0060 304.10                  460.000  M3  |      23.50000      10810.00|      25.00000      11500.00|      31.00000       14260.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.208                  56.000  MG  |     153.00000       8568.00|     165.00000       9240.00|     160.00000        8960.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.210                  23.000  MG  |     153.00000       3519.00|     165.00000       3795.00|     160.00000        3680.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0090 403.213                  64.000  MG  |     151.00000       9664.00|     165.00000      10560.00|     160.00000       10240.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0100 409.15                   50.000  L   |       6.00000        300.00|       3.30000        165.00|       3.00000         150.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 501.231                   1.000  EA  |    5000.00000       5000.00|    4500.00000       4500.00|    7000.00000        7000.00
  DYNAMIC LOADING TEST                    |                            |                            |
0120 501.40                   74.000  M   |     175.00000      12950.00|     140.00000      10360.00|     150.00000       11100.00
  STEEL H-BEAM PILES 79 KG/M, DELIVERED   |                            |                            |
0130 501.401                  74.000  M   |      81.00000       5994.00|      25.00000       1850.00|      20.00000        1480.00
  STEEL H-BEAM PILES 79 KG/M, IN PLACE    |                            |                            |
0140 501.90                    8.000  EA  |     200.00000       1600.00|     250.00000       2000.00|     220.00000        1760.00
  PILE TIPS                               |                            |                            |
0150 501.92                           LUMP|   14000.00000      14000.00|   16000.00000      16000.00|   16900.00000       16900.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0160 502.219                  37.000  LS  |   22500.00000      22500.00|   38000.00000      38000.00|   24000.00000       24000.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0170 502.25                   28.000  LS  |   17000.00000      17000.00|   18000.00000      18000.00|   15900.00000       15900.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0180 502.31                   16.000  LS  |    4200.00000       4200.00|    8000.00000       8000.00|    9200.00000        9200.00
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0190 502.49                    5.000  LS  |    4700.00000       4700.00|    7000.00000       7000.00|    6200.00000        6200.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 6
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416             |(   5   ) 000460            |(   6  ) 000272
                                          |T BUCK CONSTRUCTION INC.    |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 503.12                 2600.000  KG  |       0.65000       1690.00|       1.00000       2600.00|       1.00000        2600.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0210 503.13                 2600.000  KG  |       1.00000       2600.00|       1.00000       2600.00|       1.00000        2600.00
  REINFORCING STEEL, PLACING              |                            |                            |
0220 507.0811                 31.000  LS  |    8200.00000       8200.00|   10000.00000      10000.00|    8000.00000        8000.00
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0230 507.0812                  4.000  EA  |    1450.00000       5800.00|    1000.00000       4000.00|     830.00000        3320.00
  STEEL APPROACH RAILING : 2-BAR          |                            |                            |
0240 508.13                  140.000  LS  |    3500.00000       3500.00|    4000.00000       4000.00|    2700.00000        2700.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 511.07                           LUMP|   18700.00000      18700.00|    2000.00000       2000.00|   17300.00000       17300.00
  COFFERDAM: ABUTMENT NO. 1               |                            |                            |
0260 511.07                           LUMP|   18700.00000      18700.00|    2000.00000       2000.00|   17300.00000       17300.00
  COFFERDAM: ABUTMENT NO.2                |                            |                            |
0270 512.081                  28.000  LS  |    3000.00000       3000.00|    2000.00000       2000.00|    2500.00000        2500.00
  FRENCH DRAINS                           |                            |                            |
0280 514.06                    1.000  EA  |     400.00000        400.00|    1000.00000       1000.00|    1500.00000        1500.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0290 515.21                   54.000  LS  |     330.00000        330.00|     500.00000        500.00|     300.00000         300.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0300 535.60                   64.000  LS  |   67400.00000      67400.00|   80000.00000      80000.00|   68800.00000       68800.00
  PRESTRESSED STRUCTURAL CONCRETE SLAB    |                            |                            |
0310 606.1722                  4.000  EA  |     530.00000       2120.00|     750.00000       3000.00|     540.00000        2160.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0320 606.265                   2.000  EA  |      20.00000         40.00|      45.00000         90.00|      20.00000          40.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0330 606.35                    6.000  EA  |      22.00000        132.00|      40.00000        240.00|      22.00000         132.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0340 606.55                   73.000  M   |      44.25000       3230.25|      40.00000       2920.00|      44.00000        3212.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0350 606.60                   16.000  M   |      50.00000        800.00|      45.00000        720.00|      51.00000         816.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0360 606.76                    2.000  EA  |    1370.00000       2740.00|    1800.00000       3600.00|    1400.00000        2800.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0370 610.08                  140.000  M3  |      50.00000       7000.00|      60.00000       8400.00|      90.00000       12600.00
  PLAIN RIPRAP                            |                            |                            |
0380 615.07                    8.000  M3  |      52.50000        420.00|      80.00000        640.00|      76.00000         608.00
  LOAM                                    |                            |                            |
0390 618.1401                  2.000  UN  |     150.00000        300.00|      90.00000        180.00|     250.00000         500.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 7
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416             |(   5   ) 000460            |(   6  ) 000272
                                          |T BUCK CONSTRUCTION INC.    |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 619.1201                  2.000  UN  |      50.00000        100.00|      80.00000        160.00|      51.00000         102.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0410 619.1401                 15.000  M3  |      39.00000        585.00|      50.00000        750.00|      70.00000        1050.00
  EROSION CONTROL MIX                     |                            |                            |
0420 620.58                  160.000  M2  |       3.00000        480.00|       5.00000        800.00|       5.00000         800.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0430 627.711                 225.000  M   |       3.30000        742.50|       3.60000        810.00|       3.00000         675.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0440 629.05                   10.000  HR  |      30.00000        300.00|      25.00000        250.00|      35.00000         350.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0450 631.12                   10.000  HR  |     125.00000       1250.00|      75.00000        750.00|     130.00000        1300.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0460 631.14                   10.000  HR  |      75.00000        750.00|      90.00000        900.00|     150.00000        1500.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0470 631.15                   10.000  HR  |      65.00000        650.00|      50.00000        500.00|      55.00000         550.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0480 631.172                  10.000  HR  |      55.00000        550.00|      40.00000        400.00|      55.00000         550.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0490 637.071                          LUMP|    1000.00000       1000.00|    1000.00000       1000.00|    3100.00000        3100.00
  DUST CONTROL                            |                            |                            |
0500 639.19                    1.000  EA  |    4400.00000       4400.00|    3000.00000       3000.00|    3000.00000        3000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0510 652.39                           LUMP|    8600.00000       8600.00|    8000.00000       8000.00|   13800.00000       13800.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0520 656.75                           LUMP|    4000.00000       4000.00|    3000.00000       3000.00|    4900.00000        4900.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0530 659.10                           LUMP|   33000.00000      33000.00|   59600.00000      59600.00|   25000.00000       25000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    364,392.25|             $    371,680.00|              $    372,305.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    364,392.25|             $    371,680.00|              $    372,305.00
====================================================================================================================================
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 8
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   7  ) 001198             |(       )                   |(      )
                                          |BAYVIEW CONSTRUCTION, CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  100.000  LS  |   29000.00000      29000.00|                            |
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  400.000  M3  |      22.00000       8800.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                   10.000  M3  |      19.00000        190.00|                            |
  COMMON BORROW                           |                            |                            |
0040 203.25                   40.000  M3  |      45.00000       1800.00|                            |
  GRANULAR BORROW                         |                            |                            |
0050 206.082                  90.000  M3  |      34.00000       3060.00|                            |
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0060 304.10                  460.000  M3  |      28.00000      12880.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.208                  56.000  MG  |     165.00000       9240.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.210                  23.000  MG  |     165.00000       3795.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0090 403.213                  64.000  MG  |     165.00000      10560.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0100 409.15                   50.000  L   |       3.00000        150.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 501.231                   1.000  EA  |    4000.00000       4000.00|                            |
  DYNAMIC LOADING TEST                    |                            |                            |
0120 501.40                   74.000  M   |     120.00000       8880.00|                            |
  STEEL H-BEAM PILES 79 KG/M, DELIVERED   |                            |                            |
0130 501.401                  74.000  M   |      20.00000       1480.00|                            |
  STEEL H-BEAM PILES 79 KG/M, IN PLACE    |                            |                            |
0140 501.90                    8.000  EA  |     200.00000       1600.00|                            |
  PILE TIPS                               |                            |                            |
0150 501.92                           LUMP|   24000.00000      24000.00|                            |
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0160 502.219                  37.000  LS  |   29000.00000      29000.00|                            |
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0170 502.25                   28.000  LS  |   18000.00000      18000.00|                            |
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0180 502.31                   16.000  LS  |    9300.00000       9300.00|                            |
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0190 502.49                    5.000  LS  |    6000.00000       6000.00|                            |
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 9
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   7  ) 001198             |(       )                   |(      )
                                          |BAYVIEW CONSTRUCTION, CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 503.12                 2600.000  KG  |       0.75000       1950.00|                            |
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0210 503.13                 2600.000  KG  |       1.00000       2600.00|                            |
  REINFORCING STEEL, PLACING              |                            |                            |
0220 507.0811                 31.000  LS  |    9000.00000       9000.00|                            |
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0230 507.0812                  4.000  EA  |    2000.00000       8000.00|                            |
  STEEL APPROACH RAILING : 2-BAR          |                            |                            |
0240 508.13                  140.000  LS  |    3500.00000       3500.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 511.07                           LUMP|   28500.00000      28500.00|                            |
  COFFERDAM: ABUTMENT NO. 1               |                            |                            |
0260 511.07                           LUMP|   18500.00000      18500.00|                            |
  COFFERDAM: ABUTMENT NO.2                |                            |                            |
0270 512.081                  28.000  LS  |    1900.00000       1900.00|                            |
  FRENCH DRAINS                           |                            |                            |
0280 514.06                    1.000  EA  |    1500.00000       1500.00|                            |
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0290 515.21                   54.000  LS  |    1000.00000       1000.00|                            |
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0300 535.60                   64.000  LS  |   65500.00000      65500.00|                            |
  PRESTRESSED STRUCTURAL CONCRETE SLAB    |                            |                            |
0310 606.1722                  4.000  EA  |    1000.00000       4000.00|                            |
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0320 606.265                   2.000  EA  |      20.00000         40.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0330 606.35                    6.000  EA  |      22.00000        132.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0340 606.55                   73.000  M   |      43.00000       3139.00|                            |
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0350 606.60                   16.000  M   |      50.00000        800.00|                            |
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0360 606.76                    2.000  EA  |    1500.00000       3000.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0370 610.08                  140.000  M3  |      53.00000       7420.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0380 615.07                    8.000  M3  |      30.00000        240.00|                            |
  LOAM                                    |                            |                            |
0390 618.1401                  2.000  UN  |     250.00000        500.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 10
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010144.56
                                                           =========
====================================================================================================================================
                                          |(   7  ) 001198             |(       )                   |(      )
                                          |BAYVIEW CONSTRUCTION, CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 619.1201                  2.000  UN  |      50.00000        100.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0410 619.1401                 15.000  M3  |      40.00000        600.00|                            |
  EROSION CONTROL MIX                     |                            |                            |
0420 620.58                  160.000  M2  |       3.00000        480.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0430 627.711                 225.000  M   |       4.00000        900.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0440 629.05                   10.000  HR  |      25.00000        250.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0450 631.12                   10.000  HR  |      90.00000        900.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0460 631.14                   10.000  HR  |     125.00000       1250.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0470 631.15                   10.000  HR  |      50.00000        500.00|                            |
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0480 631.172                  10.000  HR  |      40.00000        400.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0490 637.071                          LUMP|    1000.00000       1000.00|                            |
  DUST CONTROL                            |                            |                            |
0500 639.19                    1.000  EA  |    2500.00000       2500.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0510 652.39                           LUMP|    3000.00000       3000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0520 656.75                           LUMP|    3000.00000       3000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0530 659.10                           LUMP|   34000.00000      34000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    391,836.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    391,836.00|             $          0.00|              $
====================================================================================================================================