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     LETTING DATE : 05/18/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/18/05
                                                                                                                   PAGE : 1
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 010696.00                                     COMPLETION DATE : 11/19/06
                                                           =========
   PROJECT(S):  STP-1069(600)X          LOCATION(S): EUSTIS-JIM POND TWP, HIGHWAY IMPROVEMENTSE DEPARTMENT OF TRANSPORTATION
                STP-1132(100)X                       JIM POND TWP, HIGHWAY IMPROVEMENTS
                STP-1210(600)X                       EUSTIS TO CHAIN OF PONDS, HIGHWAYRIMPROVEMENTS________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  EUSTIS-JIM POND TWP, HIGHWAY IMPROVEMENTS                                     NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000855         BRIDGECORP                                                             $  9,709,808.50     100.0000%
====================================================================================================================================
                                          |(   1  ) 000855             |(      )                    |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                2628.000  SY  |      15.50000      40734.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.2001              68249.000  CY  |      18.10000    1235306.90|                            |
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0030 203.21                19236.000  CY  |      18.10000     348171.60|                            |
  ROCK EXCAVATION                         |                            |                            |
0040 203.242                 200.000  CY  |      28.00000       5600.00|                            |
  DIRTY BORROW                            |                            |                            |
0050 204.41                26836.000  SY  |       6.35000     170408.60|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 206.07                   20.000  CY  |     125.00000       2500.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0070 304.103                1130.000  CY  |      40.75000      46047.50|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0080 304.104               72600.000  CY  |      20.50000    1488300.00|                            |
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0090 310.23               148914.000  SY  |       7.45000    1109409.30|                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                            |                            |
  INCH DEPTH                              |                            |                            |
0100 403.209                 275.000  T   |     110.00000      30250.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
     LETTING DATE : 05/18/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/18/05
                                                                                                                   PAGE : 2
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 010696.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210               18550.000  T   |      52.00000     964600.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0120 403.211                5650.000  T   |      54.64000     308716.00|                            |
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0130 403.213               13250.000  T   |      52.10000     690325.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0140 409.15                11860.000  G   |       4.30000      50998.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 411.10                  450.000  CY  |      61.50000      27675.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0160 603.15                   14.000  LF  |      15.00000        210.00|                            |
  12 INCH CULVERT PIPE OPTION I           |                            |                            |
0170 603.16                 1584.000  LF  |      16.00000      25344.00|                            |
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0180 603.169                 428.000  LF  |      31.50000      13482.00|                            |
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
0190 603.1753                192.000  LF  |     112.00000      21504.00|                            |
  18 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
0200 603.179                2388.000  LF  |      55.00000     131340.00|                            |
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0210 603.199                 656.000  LF  |      65.75000      43132.00|                            |
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0220 603.209                 172.000  LF  |      90.00000      15480.00|                            |
  30 INCH CULVERT PIPE OPTION III         |                            |                            |
0230 603.2091                168.000  LF  |     240.00000      40320.00|                            |
  HDPE PIPE LINER FOR 30" PIPE            |                            |                            |
0240 603.2191                 91.000  LF  |     250.00000      22750.00|                            |
  HDPE PIPE LINER FOR 36" PIPE            |                            |                            |
0250 603.235                  56.000  LF  |     145.00000       8120.00|                            |
  48 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0260 603.2351                 80.000  LF  |     160.00000      12800.00|                            |
  48 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  IV                                      |                            |                            |
0270 604.092                   2.000  EA  |    2000.00000       4000.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0280 604.18                    8.000  EA  |     325.00000       2600.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0290 604.182                  13.000  EA  |     450.00000       5850.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
     LETTING DATE : 05/18/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/18/05
                                                                                                                   PAGE : 3
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 010696.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.1722                 12.000  EA  |    1500.00000      18000.00|                            |
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0310 606.178                 175.000  LF  |       9.25000       1618.75|                            |
  GUARDRAIL BEAM                          |                            |                            |
0320 606.23                10650.500  LF  |      23.00000     244961.50|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0330 606.232                 400.000  LF  |      18.50000       7400.00|                            |
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                            |                            |
0340 606.233                8950.000  LF  |      17.50000     156625.00|                            |
  GR TP 3C - SGL RAIL, 8' POSTS           |                            |                            |
0350 606.259                   2.000  EA  |    2000.00000       4000.00|                            |
  ANCHORAGE ASSEMBLY                      |                            |                            |
0360 606.265                  17.000  EA  |      35.00000        595.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0370 606.35                  176.000  EA  |      35.00000       6160.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0380 606.351                   6.000  EA  |      25.00000        150.00|                            |
  REMOVE AND RESET GUARDRAIL DELINEATOR   |                            |                            |
  POSTS                                   |                            |                            |
0390 606.36                  175.000  LF  |      12.00000       2100.00|                            |
  GUARDRAIL REMOVED AND RESET             |                            |                            |
0400 606.367                  11.000  EA  |      37.50000        412.50|                            |
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0410 606.47                   10.000  EA  |      17.50000        175.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0420 606.754                  30.000  EA  |    1250.00000      37500.00|                            |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0430 606.79                   48.000  EA  |    1600.00000      76800.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0440 606.80                   22.000  EA  |    2850.00000      62700.00|                            |
  BURIED-IN-SLOPE GUARDRAIL END           |                            |                            |
0450 607.452                 174.000  LF  |     140.00000      24360.00|                            |
  WOOD FENCE WITH GRANITE POST            |                            |                            |
0460 608.28                   88.000  SY  |     275.00000      24200.00|                            |
  GRANITE PAVERS WITH SAND BASE           |                            |                            |
0470 608.60                  126.000  SY  |      15.00000       1890.00|                            |
  STONE DUST WALK                         |                            |                            |
0480 609.11                  174.000  LF  |      23.50000       4089.00|                            |
  VERTICAL CURB TYPE 1                    |                            |                            |
     LETTING DATE : 05/18/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/18/05
                                                                                                                   PAGE : 4
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 010696.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 609.238                   2.000  EA  |     275.00000        550.00|                            |
  TERMINAL CURB TYPE 1 - 8 FOOT           |                            |                            |
0500 609.31                 1516.000  LF  |       7.85000      11900.60|                            |
  CURB TYPE 3                             |                            |                            |
0510 609.311                 295.000  LF  |       7.85000       2315.75|                            |
  SPECIAL CURB - LOW PROFILE DESIGN       |                            |                            |
0520 609.34                  265.000  LF  |      24.00000       6360.00|                            |
  CURB TYPE 5                             |                            |                            |
0530 609.35                   25.000  LF  |      85.00000       2125.00|                            |
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0540 610.08                  575.000  CY  |      47.50000      27312.50|                            |
  PLAIN RIPRAP                            |                            |                            |
0550 610.16                  580.000  CY  |      60.00000      34800.00|                            |
  HEAVY RIPRAP                            |                            |                            |
0560 610.18                 1490.000  CY  |      50.00000      74500.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0570 613.319               20750.000  SY  |       1.00000      20750.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0580 615.07                   30.000  CY  |     100.00000       3000.00|                            |
  LOAM                                    |                            |                            |
0590 618.1301                 46.000  UN  |      18.50000        851.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0600 618.1401               1818.000  UN  |      15.50000      28179.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0610 618.1411                192.000  UN  |      28.75000       5520.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0620 619.1201               2064.000  UN  |       8.50000      17544.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0630 619.1401               1250.000  CY  |      17.50000      21875.00|                            |
  EROSION CONTROL MIX                     |                            |                            |
0640 620.54                 3200.000  SY  |       1.00000       3200.00|                            |
  STABILIZATION GEOTEXTILE                |                            |                            |
0650 620.58                 2590.000  SY  |       1.00000       2590.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0660 627.75                  190.000  SF  |       7.50000       1425.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0670 627.76                           LUMP|   20000.00000      20000.00|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0680 629.05                  435.000  HR  |      45.00000      19575.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 05/18/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/18/05
                                                                                                                   PAGE : 5
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 010696.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 631.10                   10.000  HR  |      65.00000        650.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0700 631.11                   10.000  HR  |      65.00000        650.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0710 631.12                  515.000  HR  |     135.00000      69525.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0720 631.132                  70.000  HR  |     105.00000       7350.00|                            |
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0730 631.14                   25.000  HR  |     135.00000       3375.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0740 631.15                   25.000  HR  |      95.00000       2375.00|                            |
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR )                   |                            |                            |
0750 631.172                1030.000  HR  |      65.00000      66950.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0760 631.18                   40.000  HR  |      65.00000       2600.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0770 631.20                   25.000  HR  |     225.00000       5625.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0780 631.22                   25.000  HR  |     105.00000       2625.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0790 631.32                   65.000  HR  |     300.00000      19500.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0800 639.18                    1.000  EA  |   17500.00000      17500.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0810 652.38                17750.000  HR  |      16.00000     284000.00|                            |
  FLAGGER                                 |                            |                            |
0820 652.39                           LUMP|  285000.00000     285000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0830 656.75                           LUMP|  125000.00000     125000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0840 659.10                           LUMP|  970000.00000     970000.00|                            |
  MOBILIZATION                            |                            |                            |
0850 660.21                 3000.000  HR  |       1.00000       3000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  9,709,808.50|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  9,709,808.50|             $              |              $
====================================================================================================================================