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     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 1
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20                                     COMPLETION DATE : 06/11/04
                                                           =========
   PROJECT(S):  STP-8816(20)X           LOCATION(S): LISBON                         MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  RURAL HIGHWAY CONSTRUCTION                                                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   001094         K & K EXCAVATION, INC.                                                 $    554,878.50     100.0000%
   2   000763         GENDRON & GENDRON, INC.                                                $    590,829.00     106.4790%
   3   000036         H E SARGENT, INC.                                                      $    674,900.00     121.6302%
   4   000094         HARRY C CROOKER & SONS, INC.                                           $    689,680.25     124.2939%
   5   000416         T BUCK CONSTRUCTION INC.                                               $    717,777.00     129.3575%
   6   000164         C P M CONSTRUCTORS                                                     $    719,847.25     129.7306%
   7   000855         BRIDGECORP                                                             $    805,931.00     145.2446%
====================================================================================================================================
                                          |(   1  ) 001094             |(   2  ) 000763             |(   3  ) 000036
                                          |K & K EXCAVATION, INC.      |GENDRON & GENDRON, INC.     |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.24                   12.000  EA  |     275.00000       3300.00|     400.00000       4800.00|     250.00000        3000.00
  REMOVING STUMP                          |                            |                            |
0020 202.203                  70.000  M2  |      10.00000        700.00|      30.00000       2100.00|      30.00000        2100.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.20                 4500.000  M3  |       8.00000      36000.00|       8.75000      39375.00|      12.00000       54000.00
  COMMON EXCAVATION                       |                            |                            |
0040 206.061                 100.000  M3  |      20.00000       2000.00|      12.00000       1200.00|      11.00000        1100.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0050 304.10                10500.000  M3  |      15.75000     165375.00|      15.50000     162750.00|      12.00000      126000.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 307.32                 6800.000  M2  |       0.95000       6460.00|       5.00000      34000.00|       7.00000       47600.00
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                            |                            |
  MAINELINE TRAVELWAY)                    |                            |                            |
0070 403.207                1600.000  MG  |      43.00000      68800.00|      39.00000      62400.00|      39.00000       62400.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.208                1100.000  MG  |      46.00000      50600.00|      39.00000      42900.00|      39.00000       42900.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0090 403.209                  26.000  MG  |     115.00000       2990.00|      90.00000       2340.00|      90.00000        2340.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 2
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000763            |(   3  ) 000036
                                          |K & K EXCAVATION, INC.      |GENDRON & GENDRON, INC.     |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 409.15                    7.000  L   |      10.00000         70.00|       3.00000         21.00|       3.00000          21.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 603.159                   7.000  M   |      75.00000        525.00|      60.00000        420.00|      65.00000         455.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0120 603.16                   27.000  M   |      75.00000       2025.00|      65.00000       1755.00|      85.00000        2295.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0130 603.17                   38.000  M   |      85.00000       3230.00|      85.00000       3230.00|     100.00000        3800.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.179                   6.000  M   |     200.00000       1200.00|     250.00000       1500.00|      96.00000         576.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.199                  15.000  M   |     225.00000       3375.00|     200.00000       3000.00|     140.00000        2100.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0160 604.092                   4.000  EA  |    1200.00000       4800.00|    1500.00000       6000.00|    1800.00000        7200.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0170 604.244                   2.000  EA  |    1200.00000       2400.00|    1000.00000       2000.00|    1250.00000        2500.00
  CATCH BASIN TYPE F4                     |                            |                            |
0180 605.09                  450.000  M   |      52.00000      23400.00|      70.00000      31500.00|      62.00000       27900.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0190 605.10                   32.000  M   |      80.00000       2560.00|     117.00000       3744.00|      55.00000        1760.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0200 605.11                   81.000  M   |      88.00000       7128.00|      95.00000       7695.00|      82.00000        6642.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0210 605.12                  140.000  M   |     100.00000      14000.00|     100.00000      14000.00|     104.00000       14560.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0220 605.38                  220.000  M   |      75.00000      16500.00|      80.00000      17600.00|      73.00000       16060.00
  TIRE SHRED FRENCH DRAIN                 |                            |                            |
0230 606.35                    4.000  EA  |    1100.00000       4400.00|      21.00000         84.00|      55.00000         220.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0240 609.31                  390.000  M   |      11.00000       4290.00|      12.00000       4680.00|      13.00000        5070.00
  CURB TYPE 3                             |                            |                            |
0250 610.08                  280.000  M3  |      40.00000      11200.00|     100.00000      28000.00|      53.00000       14840.00
  PLAIN RIPRAP                            |                            |                            |
0260 615.07                  600.000  M3  |      35.00000      21000.00|      30.00000      18000.00|      24.00000       14400.00
  LOAM                                    |                            |                            |
0270 618.1301                 14.000  UN  |      28.00000        392.00|      40.00000        560.00|      17.00000         238.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0280 618.1401                 75.000  UN  |      17.00000       1275.00|      25.00000       1875.00|      15.00000        1125.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0290 618.1411                 16.000  UN  |      30.00000        480.00|      40.00000        640.00|      33.00000         528.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0300 618.15                   28.000  KG  |       5.00000        140.00|       5.00000        140.00|       6.00000         168.00
  TEMPORARY SEEDING                       |                            |                            |
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 3
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000763            |(   3  ) 000036
                                          |K & K EXCAVATION, INC.      |GENDRON & GENDRON, INC.     |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 619.1201                200.000  UN  |       9.00000       1800.00|      11.00000       2200.00|       7.00000        1400.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 620.58                  920.000  M2  |       4.00000       3680.00|       3.00000       2760.00|       3.00000        2760.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0330 627.711                3150.000  M   |       0.85000       2677.50|       0.82000       2583.00|       0.65000        2047.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0340 627.76                           LUMP|    2800.00000       2800.00|    2600.00000       2600.00|    3000.00000        3000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0350 629.05                   16.000  HR  |      30.00000        480.00|      30.00000        480.00|      20.00000         320.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0360 631.12                    8.000  HR  |      85.00000        680.00|      95.00000        760.00|     100.00000         800.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0370 631.172                   8.000  HR  |      45.00000        360.00|      50.00000        400.00|     110.00000         880.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0380 631.22                    8.000  HR  |      70.00000        560.00|      85.00000        680.00|      90.00000         720.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0390 637.071                          LUMP|    2000.00000       2000.00|    1500.00000       1500.00|   25000.00000       25000.00
  DUST CONTROL                            |                            |                            |
0400 639.18                    1.000  EA  |    8000.00000       8000.00|    4500.00000       4500.00|   10000.00000       10000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0410 652.31                   10.000  EA  |      55.00000        550.00|      54.00000        540.00|      89.00000         890.00
  TYPE I BARRICADE                        |                            |                            |
0420 652.311                  10.000  EA  |      75.00000        750.00|      72.00000        720.00|     110.00000        1100.00
  TYPE II BARRICADE                       |                            |                            |
0430 652.33                   20.000  EA  |      50.00000       1000.00|      54.00000       1080.00|      50.00000        1000.00
  DRUM                                    |                            |                            |
0440 652.34                   50.000  EA  |      15.00000        750.00|      18.00000        900.00|      18.00000         900.00
  CONE                                    |                            |                            |
0450 652.35                   40.000  M2  |      76.00000       3040.00|     100.00000       4000.00|     150.00000        6000.00
  CONSTRUCTION SIGNS                      |                            |                            |
0460 652.361                  70.000  LS  |    2000.00000       2000.00|    2000.00000       2000.00|   30000.00000       30000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0470 652.38                 1400.000  HR  |      15.00000      21000.00|      14.00000      19600.00|      16.00000       22400.00
  FLAGGER                                 |                            |                            |
0480 656.75                           LUMP|    1000.00000       1000.00|    3600.00000       3600.00|   35000.00000       35000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0490 657.24                   71.000  UN  |      16.00000       1136.00|      15.00000       1065.00|      15.00000        1065.00
  SEEDING PITS                            |                            |                            |
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 4
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000763            |(   3  ) 000036
                                          |K & K EXCAVATION, INC.      |GENDRON & GENDRON, INC.     |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 659.10                           LUMP|   40000.00000      40000.00|   40552.00000      40552.00|   65719.50000       65719.50
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    554,878.50|             $    590,829.00|              $    674,900.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    554,878.50|             $    590,829.00|              $    674,900.00
====================================================================================================================================
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 5
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000094             |(   5   ) 000416            |(   6  ) 000164
                                          |HARRY C CROOKER & SONS, INC |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.24                   12.000  EA  |     500.00000       6000.00|     355.00000       4260.00|     250.00000        3000.00
  REMOVING STUMP                          |                            |                            |
0020 202.203                  70.000  M2  |      25.00000       1750.00|      30.00000       2100.00|      30.00000        2100.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.20                 4500.000  M3  |      15.00000      67500.00|      13.60000      61200.00|       9.00000       40500.00
  COMMON EXCAVATION                       |                            |                            |
0040 206.061                 100.000  M3  |      35.00000       3500.00|      25.00000       2500.00|      15.00000        1500.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0050 304.10                10500.000  M3  |      20.00000     210000.00|      22.40000     235200.00|      20.00000      210000.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 307.32                 6800.000  M2  |       5.50000      37400.00|       4.50000      30600.00|       4.00000       27200.00
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                            |                            |
  MAINELINE TRAVELWAY)                    |                            |                            |
0070 403.207                1600.000  MG  |      38.11000      60976.00|      39.00000      62400.00|      39.00000       62400.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.208                1100.000  MG  |      34.60000      38060.00|      39.00000      42900.00|      39.00000       42900.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0090 403.209                  26.000  MG  |     110.00000       2860.00|      90.00000       2340.00|      90.00000        2340.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 409.15                    7.000  L   |       2.00000         14.00|      20.00000        140.00|       3.00000          21.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 603.159                   7.000  M   |     130.00000        910.00|     127.00000        889.00|     110.00000         770.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0120 603.16                   27.000  M   |      80.00000       2160.00|      98.00000       2646.00|      80.00000        2160.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0130 603.17                   38.000  M   |     150.00000       5700.00|     125.00000       4750.00|     100.00000        3800.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.179                   6.000  M   |     200.00000       1200.00|     105.00000        630.00|     100.00000         600.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.199                  15.000  M   |     230.00000       3450.00|     190.00000       2850.00|     300.00000        4500.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0160 604.092                   4.000  EA  |    2000.00000       8000.00|    2400.00000       9600.00|    2000.00000        8000.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0170 604.244                   2.000  EA  |    1500.00000       3000.00|    1550.00000       3100.00|    1400.00000        2800.00
  CATCH BASIN TYPE F4                     |                            |                            |
0180 605.09                  450.000  M   |      66.00000      29700.00|      51.50000      23175.00|      80.00000       36000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 6
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000094             |(   5   ) 000416            |(   6  ) 000164
                                          |HARRY C CROOKER & SONS, INC |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 605.10                   32.000  M   |      66.00000       2112.00|      71.50000       2288.00|      80.00000        2560.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0200 605.11                   81.000  M   |      85.00000       6885.00|      63.50000       5143.50|     120.00000        9720.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0210 605.12                  140.000  M   |      85.00000      11900.00|      86.50000      12110.00|     130.00000       18200.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0220 605.38                  220.000  M   |      32.80000       7216.00|      39.95000       8789.00|     120.00000       26400.00
  TIRE SHRED FRENCH DRAIN                 |                            |                            |
0230 606.35                    4.000  EA  |      25.00000        100.00|      45.00000        180.00|      50.00000         200.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0240 609.31                  390.000  M   |      15.00000       5850.00|      12.00000       4680.00|      12.00000        4680.00
  CURB TYPE 3                             |                            |                            |
0250 610.08                  280.000  M3  |      65.40000      18312.00|      60.00000      16800.00|      60.00000       16800.00
  PLAIN RIPRAP                            |                            |                            |
0260 615.07                  600.000  M3  |      40.00000      24000.00|      34.50000      20700.00|      55.00000       33000.00
  LOAM                                    |                            |                            |
0270 618.1301                 14.000  UN  |      15.00000        210.00|      18.50000        259.00|      15.00000         210.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0280 618.1401                 75.000  UN  |      13.75000       1031.25|      16.50000       1237.50|      13.75000        1031.25
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0290 618.1411                 16.000  UN  |      30.00000        480.00|      36.50000        584.00|      30.00000         480.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0300 618.15                   28.000  KG  |       5.00000        140.00|      12.50000        350.00|       5.00000         140.00
  TEMPORARY SEEDING                       |                            |                            |
0310 619.1201                200.000  UN  |       6.00000       1200.00|       7.50000       1500.00|       6.00000        1200.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 620.58                  920.000  M2  |       4.00000       3680.00|       2.00000       1840.00|       2.50000        2300.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0330 627.711                3150.000  M   |       0.62000       1953.00|       0.66000       2079.00|       0.60000        1890.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0340 627.76                           LUMP|    2500.00000       2500.00|    2850.00000       2850.00|    2000.00000        2000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0350 629.05                   16.000  HR  |      25.00000        400.00|      40.00000        640.00|      25.00000         400.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0360 631.12                    8.000  HR  |     100.00000        800.00|     120.00000        960.00|      85.00000         680.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0370 631.172                   8.000  HR  |      50.00000        400.00|      55.00000        440.00|      45.00000         360.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 7
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000094             |(   5   ) 000416            |(   6  ) 000164
                                          |HARRY C CROOKER & SONS, INC |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.22                    8.000  HR  |      80.00000        640.00|      85.00000        680.00|      75.00000         600.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0390 637.071                          LUMP|    5000.00000       5000.00|   21500.00000      21500.00|   13000.00000       13000.00
  DUST CONTROL                            |                            |                            |
0400 639.18                    1.000  EA  |    5000.00000       5000.00|    4000.00000       4000.00|   11000.00000       11000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0410 652.31                   10.000  EA  |      25.00000        250.00|      95.00000        950.00|      60.00000         600.00
  TYPE I BARRICADE                        |                            |                            |
0420 652.311                  10.000  EA  |      50.00000        500.00|     115.00000       1150.00|      70.00000         700.00
  TYPE II BARRICADE                       |                            |                            |
0430 652.33                   20.000  EA  |      50.00000       1000.00|      85.00000       1700.00|      60.00000        1200.00
  DRUM                                    |                            |                            |
0440 652.34                   50.000  EA  |      25.00000       1250.00|      25.00000       1250.00|      25.00000        1250.00
  CONE                                    |                            |                            |
0450 652.35                   40.000  M2  |     110.00000       4400.00|     135.00000       5400.00|     115.00000        4600.00
  CONSTRUCTION SIGNS                      |                            |                            |
0460 652.361                  70.000  LS  |    7500.00000       7500.00|   10800.00000      10800.00|   15000.00000       15000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0470 652.38                 1400.000  HR  |      20.00000      28000.00|      13.50000      18900.00|      12.00000       16800.00
  FLAGGER                                 |                            |                            |
0480 656.75                           LUMP|   10000.00000      10000.00|   20200.00000      20200.00|   10000.00000       10000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0490 657.24                   71.000  UN  |       1.00000         71.00|      15.50000       1100.50|       5.00000         355.00
  SEEDING PITS                            |                            |                            |
0500 659.10                           LUMP|   54720.00000      54720.00|   55436.50000      55436.50|   71900.00000       71900.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    689,680.25|             $    717,777.00|              $    719,847.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    689,680.25|             $    717,777.00|              $    719,847.25
====================================================================================================================================
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 8
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   7  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.24                   12.000  EA  |     300.00000       3600.00|                            |
  REMOVING STUMP                          |                            |                            |
0020 202.203                  70.000  M2  |      30.00000       2100.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.20                 4500.000  M3  |      17.00000      76500.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0040 206.061                 100.000  M3  |      25.00000       2500.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0050 304.10                10500.000  M3  |      13.00000     136500.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 307.32                 6800.000  M2  |       3.00000      20400.00|                            |
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                            |                            |
  MAINELINE TRAVELWAY)                    |                            |                            |
0070 403.207                1600.000  MG  |      36.00000      57600.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.208                1100.000  MG  |      37.00000      40700.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0090 403.209                  26.000  MG  |     175.00000       4550.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 409.15                    7.000  L   |       3.00000         21.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 603.159                   7.000  M   |     230.00000       1610.00|                            |
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0120 603.16                   27.000  M   |      80.00000       2160.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0130 603.17                   38.000  M   |      90.00000       3420.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.179                   6.000  M   |     325.00000       1950.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.199                  15.000  M   |     450.00000       6750.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0160 604.092                   4.000  EA  |    2500.00000      10000.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0170 604.244                   2.000  EA  |    1500.00000       3000.00|                            |
  CATCH BASIN TYPE F4                     |                            |                            |
0180 605.09                  450.000  M   |      85.00000      38250.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 9
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   7  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 605.10                   32.000  M   |      95.00000       3040.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0200 605.11                   81.000  M   |     125.00000      10125.00|                            |
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0210 605.12                  140.000  M   |     135.00000      18900.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0220 605.38                  220.000  M   |     100.00000      22000.00|                            |
  TIRE SHRED FRENCH DRAIN                 |                            |                            |
0230 606.35                    4.000  EA  |      40.00000        160.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0240 609.31                  390.000  M   |      23.00000       8970.00|                            |
  CURB TYPE 3                             |                            |                            |
0250 610.08                  280.000  M3  |     100.00000      28000.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0260 615.07                  600.000  M3  |      55.00000      33000.00|                            |
  LOAM                                    |                            |                            |
0270 618.1301                 14.000  UN  |      15.00000        210.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0280 618.1401                 75.000  UN  |      14.00000       1050.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0290 618.1411                 16.000  UN  |      30.00000        480.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0300 618.15                   28.000  KG  |       5.00000        140.00|                            |
  TEMPORARY SEEDING                       |                            |                            |
0310 619.1201                200.000  UN  |       7.00000       1400.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 620.58                  920.000  M2  |       5.00000       4600.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0330 627.711                3150.000  M   |       0.70000       2205.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0340 627.76                           LUMP|    3000.00000       3000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0350 629.05                   16.000  HR  |      20.00000        320.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0360 631.12                    8.000  HR  |     125.00000       1000.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0370 631.172                   8.000  HR  |      45.00000        360.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 07/09/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/09/03
                                                                                                                   PAGE : 10
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 008816.20
                                                           =========
====================================================================================================================================
                                          |(   7  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.22                    8.000  HR  |      75.00000        600.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0390 637.071                          LUMP|   13000.00000      13000.00|                            |
  DUST CONTROL                            |                            |                            |
0400 639.18                    1.000  EA  |    7500.00000       7500.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0410 652.31                   10.000  EA  |      25.00000        250.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0420 652.311                  10.000  EA  |      30.00000        300.00|                            |
  TYPE II BARRICADE                       |                            |                            |
0430 652.33                   20.000  EA  |      65.00000       1300.00|                            |
  DRUM                                    |                            |                            |
0440 652.34                   50.000  EA  |      20.00000       1000.00|                            |
  CONE                                    |                            |                            |
0450 652.35                   40.000  M2  |      30.00000       1200.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0460 652.361                  70.000  LS  |    4000.00000       4000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0470 652.38                 1400.000  HR  |      20.00000      28000.00|                            |
  FLAGGER                                 |                            |                            |
0480 656.75                           LUMP|   17500.00000      17500.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0490 657.24                   71.000  UN  |      10.00000        710.00|                            |
  SEEDING PITS                            |                            |                            |
0500 659.10                           LUMP|  180000.00000     180000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    805,931.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    805,931.00|             $          0.00|              $
====================================================================================================================================