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     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56                                     COMPLETION DATE : 06/15/04
                                                           =========
   PROJECT(S):  BR-8996(56)X            LOCATION(S): NEWPORT                        MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRIDGE REPLACEMENT                                                            NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000272         A & V CONSTRUCTION, CORP.                                              $    419,501.50     100.0000%
   2   000063         WYMAN & SIMPSON, INC.                                                  $    424,924.00     101.2926%
   3   000416         T BUCK CONSTRUCTION INC.                                               $    431,547.63     102.8715%
   4   000304         LOU SILVER INC.                                                        $    431,733.40     102.9158%
   5   000118         STETSON & WATSON, J. V.                                                $    439,504.50     104.7683%
   6   000164         C P M CONSTRUCTORS                                                     $    455,114.00     108.4892%
   7   000054         THE DIAZ CORPORATION                                                   $    527,280.00     125.6920%
====================================================================================================================================
                                          |(   1  ) 000272             |(   2  ) 000063             |(   3  ) 000416
                                          |A & V CONSTRUCTION, CORP.   |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                    1.000  LS  |   35000.00000      35000.00|   40000.00000      40000.00|   23500.00000       23500.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  370.000  M3  |      12.00000       4440.00|      11.00000       4070.00|      12.00000        4440.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.25                  110.000  M3  |      38.00000       4180.00|      33.00000       3630.00|      26.00000        2860.00
  GRANULAR BORROW                         |                            |                            |
0040 206.082                 130.000  M3  |      47.00000       6110.00|      36.00000       4680.00|      18.50000        2405.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0050 304.10                  380.000  M3  |      28.00000      10640.00|      18.00000       6840.00|      26.20000        9956.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.210                 170.000  MG  |      95.00000      16150.00|     125.00000      21250.00|      80.00000       13600.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0070 409.15                   62.000  L   |       0.50000         31.00|       4.00000        248.00|       0.25000          15.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 501.50                  156.000  M   |     160.00000      24960.00|     150.00000      23400.00|     157.00000       24492.00
  STEEL H-BEAM PILES 132 KG/M, DELIVERED  |                            |                            |
0090 501.501                 132.000  M   |      50.00000       6600.00|      25.00000       3300.00|      20.00000        2640.00
  STEEL H-BEAM PILES 132 KG/M, IN PLACE   |                            |                            |
     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000272             |(   2   ) 000063            |(   3  ) 000416
                                          |A & V CONSTRUCTION, CORP.   |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 501.90                   12.000  EA  |     480.00000       5760.00|     325.00000       3900.00|     150.00000        1800.00
  PILE TIPS                               |                            |                            |
0110 501.91                    6.000  EA  |      10.00000         60.00|      50.00000        300.00|      10.00000          60.00
  PILE SPLICES                            |                            |                            |
0120 501.92                           LUMP|   12200.00000      12200.00|   15000.00000      15000.00|   18900.00000       18900.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0130 502.21                   29.000  M3  |     790.00000      22910.00|     650.00000      18850.00|     515.00000       14935.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0140 502.49                    6.000  LS  |   17000.00000      17000.00|   15000.00000      15000.00|    9950.00000        9950.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0150 503.12                 1650.000  KG  |       3.00000       4950.00|       1.50000       2475.00|       0.90000        1485.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0160 503.13                 1650.000  KG  |       3.00000       4950.00|       1.00000       1650.00|       1.42000        2343.00
  REINFORCING STEEL, PLACING              |                            |                            |
0170 508.13                  180.000  LS  |    6840.00000       6840.00|    5000.00000       5000.00|    5500.00000        5500.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0180 514.06                    1.000  EA  |     480.00000        480.00|     700.00000        700.00|     800.00000         800.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0190 515.21                   70.000  LS  |     280.00000        280.00|     750.00000        750.00|     300.00000         300.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0200 526.301                  13.000  LS  |    4850.00000       4850.00|    2000.00000       2000.00|    1350.00000        1350.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 535.62                   74.000  LS  |   97100.00000      97100.00|  110000.00000     110000.00|  122950.00000      122950.00
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0220 606.35                    6.000  EA  |      35.00000        210.00|      42.00000        252.00|      35.00000         210.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0230 606.48                  180.000  EA  |      89.00000      16020.00|     105.00000      18900.00|      87.05000       15669.00
  SINGLE GALVANIZED STEEL POST            |                            |                            |
0240 606.55                  651.500  M   |      31.00000      20196.50|      38.00000      24757.00|      30.68000       19988.02
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0250 606.74                   53.000  M   |     160.00000       8480.00|     195.00000      10335.00|     160.87000        8526.11
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0260 606.78                    4.000  EA  |     910.00000       3640.00|    1080.00000       4320.00|     900.00000        3600.00
  LOW VOLUME GUARDRAIL END - TYPE 3       |                            |                            |
0270 609.247                   4.000  EA  |     250.00000       1000.00|     285.00000       1140.00|     250.00000        1000.00
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0280 610.08                  330.000  M3  |      55.00000      18150.00|      57.00000      18810.00|      55.00000       18150.00
  PLAIN RIPRAP                            |                            |                            |
     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000272             |(   2   ) 000063            |(   3  ) 000416
                                          |A & V CONSTRUCTION, CORP.   |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 615.07                   10.000  M3  |      50.00000        500.00|      30.00000        300.00|      75.00000         750.00
  LOAM                                    |                            |                            |
0300 618.1401                  2.000  UN  |     200.00000        400.00|     325.00000        650.00|     300.00000         600.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0310 619.1201                  2.500  UN  |     100.00000        250.00|      80.00000        200.00|      72.00000         180.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 619.1401                 20.000  M3  |      50.00000       1000.00|      50.00000       1000.00|      60.00000        1200.00
  EROSION CONTROL MIX                     |                            |                            |
0330 620.58                   26.000  M2  |       4.00000        104.00|       3.00000         78.00|      15.00000         390.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.711                 330.000  M   |       3.00000        990.00|       3.30000       1089.00|       4.10000        1353.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0350 627.76                           LUMP|    2130.00000       2130.00|    2300.00000       2300.00|    2000.00000        2000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0360 629.05                   20.000  HR  |      35.00000        700.00|      25.00000        500.00|      35.00000         700.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0370 631.12                   10.000  HR  |     100.00000       1000.00|      85.00000        850.00|     120.00000        1200.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0380 631.14                   10.000  HR  |      90.00000        900.00|      75.00000        750.00|     115.00000        1150.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0390 631.15                   10.000  HR  |      75.00000        750.00|      45.00000        450.00|      70.00000         700.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0400 631.172                  20.000  HR  |      55.00000       1100.00|      35.00000        700.00|      55.00000        1100.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0410 631.22                   20.000  HR  |      75.00000       1500.00|      50.00000       1000.00|      85.00000        1700.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0420 639.18                    1.000  EA  |    4500.00000       4500.00|    2500.00000       2500.00|   10000.00000       10000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0430 652.39                           LUMP|    3500.00000       3500.00|    6000.00000       6000.00|   21500.00000       21500.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0440 656.75                           LUMP|    6990.00000       6990.00|    3000.00000       3000.00|   14000.00000       14000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0450 659.10                           LUMP|   40000.00000      40000.00|   42000.00000      42000.00|   41600.00000       41600.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    419,501.50|             $    424,924.00|              $    431,547.63
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    419,501.50|             $    424,924.00|              $    431,547.63
====================================================================================================================================
     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 4
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000304             |(   5   ) 000118            |(   6  ) 000164
                                          |LOU SILVER INC.             |STETSON & WATSON, J. V.     |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                    1.000  LS  |   16340.00000      16340.00|   75000.00000      75000.00|   86000.00000       86000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  370.000  M3  |      12.90000       4773.00|      10.00000       3700.00|      15.00000        5550.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.25                  110.000  M3  |      20.85000       2293.50|      25.00000       2750.00|      35.00000        3850.00
  GRANULAR BORROW                         |                            |                            |
0040 206.082                 130.000  M3  |      20.00000       2600.00|      50.00000       6500.00|      30.00000        3900.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0050 304.10                  380.000  M3  |      27.70000      10526.00|      18.00000       6840.00|      30.00000       11400.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.210                 170.000  MG  |      80.00000      13600.00|      80.00000      13600.00|      80.00000       13600.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0070 409.15                   62.000  L   |       0.25000         15.50|       0.25000         15.50|       0.25000          15.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 501.50                  156.000  M   |     157.00000      24492.00|     157.00000      24492.00|     175.00000       27300.00
  STEEL H-BEAM PILES 132 KG/M, DELIVERED  |                            |                            |
0090 501.501                 132.000  M   |      20.00000       2640.00|      20.00000       2640.00|      20.00000        2640.00
  STEEL H-BEAM PILES 132 KG/M, IN PLACE   |                            |                            |
0100 501.90                   12.000  EA  |     150.00000       1800.00|     150.00000       1800.00|     150.00000        1800.00
  PILE TIPS                               |                            |                            |
0110 501.91                    6.000  EA  |      10.00000         60.00|      10.00000         60.00|      10.00000          60.00
  PILE SPLICES                            |                            |                            |
0120 501.92                           LUMP|    9492.00000       9492.00|    8000.00000       8000.00|   20000.00000       20000.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0130 502.21                   29.000  M3  |     512.50000      14862.50|    1000.00000      29000.00|     800.00000       23200.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0140 502.49                    6.000  LS  |    8222.00000       8222.00|    6000.00000       6000.00|    6000.00000        6000.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0150 503.12                 1650.000  KG  |       1.35000       2227.50|       2.00000       3300.00|       1.00000        1650.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0160 503.13                 1650.000  KG  |       1.35000       2227.50|       2.00000       3300.00|       1.00000        1650.00
  REINFORCING STEEL, PLACING              |                            |                            |
0170 508.13                  180.000  LS  |    4140.00000       4140.00|    5000.00000       5000.00|    4500.00000        4500.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0180 514.06                    1.000  EA  |     760.00000        760.00|     800.00000        800.00|     750.00000         750.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 5
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000304             |(   5   ) 000118            |(   6  ) 000164
                                          |LOU SILVER INC.             |STETSON & WATSON, J. V.     |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 515.21                   70.000  LS  |     875.00000        875.00|     600.00000        600.00|     500.00000         500.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0200 526.301                  13.000  LS  |    1345.00000       1345.00|    2000.00000       2000.00|    2000.00000        2000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 535.62                   74.000  LS  |  122948.00000     122948.00|  110000.00000     110000.00|  105000.00000      105000.00
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0220 606.35                    6.000  EA  |      35.00000        210.00|      35.00000        210.00|      35.00000         210.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0230 606.48                  180.000  EA  |      87.05000      15669.00|      90.00000      16200.00|      90.00000       16200.00
  SINGLE GALVANIZED STEEL POST            |                            |                            |
0240 606.55                  651.500  M   |      41.60000      27102.40|      31.00000      20196.50|      31.00000       20196.50
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0250 606.74                   53.000  M   |     162.78000       8627.34|     160.00000       8480.00|     175.00000        9275.00
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0260 606.78                    4.000  EA  |     900.00000       3600.00|     700.00000       2800.00|     900.00000        3600.00
  LOW VOLUME GUARDRAIL END - TYPE 3       |                            |                            |
0270 609.247                   4.000  EA  |     487.99000       1951.96|     250.00000       1000.00|     150.00000         600.00
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0280 610.08                  330.000  M3  |      55.45000      18298.50|      50.00000      16500.00|      45.00000       14850.00
  PLAIN RIPRAP                            |                            |                            |
0290 615.07                   10.000  M3  |      47.35000        473.50|      35.00000        350.00|      70.00000         700.00
  LOAM                                    |                            |                            |
0300 618.1401                  2.000  UN  |     300.00000        600.00|     100.00000        200.00|     300.00000         600.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0310 619.1201                  2.500  UN  |      72.00000        180.00|      35.00000         87.50|     100.00000         250.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 619.1401                 20.000  M3  |      80.00000       1600.00|      20.00000        400.00|      80.00000        1600.00
  EROSION CONTROL MIX                     |                            |                            |
0330 620.58                   26.000  M2  |       7.70000        200.20|       3.00000         78.00|       4.00000         104.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.711                 330.000  M   |       3.00000        990.00|       1.50000        495.00|       4.10000        1353.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0350 627.76                           LUMP|    2150.00000       2150.00|     500.00000        500.00|    2000.00000        2000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0360 629.05                   20.000  HR  |      29.00000        580.00|      30.00000        600.00|      25.00000         500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0370 631.12                   10.000  HR  |     100.00000       1000.00|      90.00000        900.00|      80.00000         800.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 6
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000304             |(   5   ) 000118            |(   6  ) 000164
                                          |LOU SILVER INC.             |STETSON & WATSON, J. V.     |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.14                   10.000  HR  |     100.00000       1000.00|      85.00000        850.00|     100.00000        1000.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0390 631.15                   10.000  HR  |      85.00000        850.00|      80.00000        800.00|      47.00000         470.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0400 631.172                  20.000  HR  |      55.00000       1100.00|      48.00000        960.00|      47.00000         940.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0410 631.22                   20.000  HR  |      85.00000       1700.00|      75.00000       1500.00|      75.00000        1500.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0420 639.18                    1.000  EA  |    8626.00000       8626.00|    5000.00000       5000.00|    9000.00000        9000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0430 652.39                           LUMP|   37445.00000      37445.00|    5000.00000       5000.00|    7000.00000        7000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0440 656.75                           LUMP|    7840.00000       7840.00|    6000.00000       6000.00|    5000.00000        5000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0450 659.10                           LUMP|   43700.00000      43700.00|   45000.00000      45000.00|   36000.00000       36000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    431,733.40|             $    439,504.50|              $    455,114.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    431,733.40|             $    439,504.50|              $    455,114.00
====================================================================================================================================
     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 7
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56
                                                           =========
====================================================================================================================================
                                          |(   7  ) 000054             |(       )                   |(      )
                                          |THE DIAZ CORPORATION        |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                    1.000  LS  |   80000.00000      80000.00|                            |
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  370.000  M3  |      14.00000       5180.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0030 203.25                  110.000  M3  |      38.00000       4180.00|                            |
  GRANULAR BORROW                         |                            |                            |
0040 206.082                 130.000  M3  |      19.00000       2470.00|                            |
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0050 304.10                  380.000  M3  |      29.00000      11020.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.210                 170.000  MG  |     110.00000      18700.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0070 409.15                   62.000  L   |       6.00000        372.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 501.50                  156.000  M   |     173.00000      26988.00|                            |
  STEEL H-BEAM PILES 132 KG/M, DELIVERED  |                            |                            |
0090 501.501                 132.000  M   |      22.00000       2904.00|                            |
  STEEL H-BEAM PILES 132 KG/M, IN PLACE   |                            |                            |
0100 501.90                   12.000  EA  |     165.00000       1980.00|                            |
  PILE TIPS                               |                            |                            |
0110 501.91                    6.000  EA  |      11.00000         66.00|                            |
  PILE SPLICES                            |                            |                            |
0120 501.92                           LUMP|   24850.00000      24850.00|                            |
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0130 502.21                   29.000  M3  |     553.00000      16037.00|                            |
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0140 502.49                    6.000  LS  |    4550.00000       4550.00|                            |
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0150 503.12                 1650.000  KG  |       1.00000       1650.00|                            |
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0160 503.13                 1650.000  KG  |       1.00000       1650.00|                            |
  REINFORCING STEEL, PLACING              |                            |                            |
0170 508.13                  180.000  LS  |    4945.00000       4945.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0180 514.06                    1.000  EA  |     800.00000        800.00|                            |
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 8
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56
                                                           =========
====================================================================================================================================
                                          |(   7  ) 000054             |(       )                   |(      )
                                          |THE DIAZ CORPORATION        |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 515.21                   70.000  LS  |     200.00000        200.00|                            |
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0200 526.301                  13.000  LS  |    1500.00000       1500.00|                            |
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 535.62                   74.000  LS  |  120000.00000     120000.00|                            |
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0220 606.35                    6.000  EA  |      39.00000        234.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0230 606.48                  180.000  EA  |      96.00000      17280.00|                            |
  SINGLE GALVANIZED STEEL POST            |                            |                            |
0240 606.55                  651.500  M   |      34.00000      22151.00|                            |
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0250 606.74                   53.000  M   |     177.00000       9381.00|                            |
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0260 606.78                    4.000  EA  |     990.00000       3960.00|                            |
  LOW VOLUME GUARDRAIL END - TYPE 3       |                            |                            |
0270 609.247                   4.000  EA  |     200.00000        800.00|                            |
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0280 610.08                  330.000  M3  |      85.00000      28050.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0290 615.07                   10.000  M3  |      33.00000        330.00|                            |
  LOAM                                    |                            |                            |
0300 618.1401                  2.000  UN  |     330.00000        660.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0310 619.1201                  2.500  UN  |     110.00000        275.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 619.1401                 20.000  M3  |      75.00000       1500.00|                            |
  EROSION CONTROL MIX                     |                            |                            |
0330 620.58                   26.000  M2  |       7.00000        182.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.711                 330.000  M   |       4.50000       1485.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0350 627.76                           LUMP|    2200.00000       2200.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0360 629.05                   20.000  HR  |      40.00000        800.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0370 631.12                   10.000  HR  |      85.00000        850.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 04/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/09/03
                                                                                                                   PAGE : 9
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 008996.56
                                                           =========
====================================================================================================================================
                                          |(   7  ) 000054             |(       )                   |(      )
                                          |THE DIAZ CORPORATION        |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.14                   10.000  HR  |      85.00000        850.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0390 631.15                   10.000  HR  |      75.00000        750.00|                            |
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0400 631.172                  20.000  HR  |      50.00000       1000.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0410 631.22                   20.000  HR  |      75.00000       1500.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0420 639.18                    1.000  EA  |   10000.00000      10000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0430 652.39                           LUMP|   32000.00000      32000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0440 656.75                           LUMP|   11000.00000      11000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0450 659.10                           LUMP|   50000.00000      50000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    527,280.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    527,280.00|             $          0.00|              $
====================================================================================================================================