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     LETTING DATE : 07/12/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/12/06
                                                                                                                   PAGE : 1
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 012789.00                                     COMPLETION DATE : 06/29/07
                                                           =========
   PROJECT(S):  STP-1118(200)X          LOCATION(S): WHITEFIELD, INTERSECTION IMPROVEMENTSSTATE DEPARTMENT OF TRANSPORTATION
                STP-1278(900)X                       PITTSTON-WHITEFIELD, HIGHWAY RESURFACING
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  PITTSTON-WHITEFIELD, HIGHWAY RESURFACING.                                     NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000403         PRATT & SONS, INC.                                                         $     1,146,833.00  100.0000%
   2   000164         C P M CONSTRUCTORS                                                         $     1,342,701.00  117.0790%
   3   000855         BRIDGECORP                                                                 $     1,467,274.22  127.9414%
====================================================================================================================================
                                          |(   1  ) 000403              |(   2  ) 000164              |(   3  ) 000855
                                          |PRATT & SONS, INC.           |C P M CONSTRUCTORS           |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   PROJECT ITEMS
                                          |                             |                             |
0010 201.11                   0.320  AC   |   20750.00000        6640.00|   12500.00000        4000.00|   22545.82000        7214.66
  CLEARING                                |                             |                             |
0020 201.23                  10.000  EA   |     600.00000        6000.00|     700.00000        7000.00|     653.25000        6532.50
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 201.24                   9.000  EA   |     345.00000        3105.00|     300.00000        2700.00|     436.15000        3925.35
  REMOVING STUMP                          |                             |                             |
0040 203.2001              4600.000  CY   |      11.00000       50600.00|      30.00000      138000.00|       9.79000       45034.00
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0050 203.21                2300.000  CY   |      41.50000       95450.00|      36.00000       82800.00|      46.30000      106490.00
  ROCK EXCAVATION                         |                             |                             |
0060 206.07                  60.000  CY   |     210.00000       12600.00|     130.00000        7800.00|     182.21000       10932.60
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0070 211.21                3880.000  LF   |       5.00000       19400.00|       3.00000       11640.00|       4.54000       17615.20
  INSLOPE REHABILITATION                  |                             |                             |
0080 211.30                1190.000  LF   |       7.00000        8330.00|       8.00000        9520.00|       3.61000        4295.90
  DITCH EXCAVATION                        |                             |                             |
0090 211.40                 280.000  LF   |      12.00000        3360.00|       9.00000        2520.00|       6.81000        1906.80
  NEW DITCH EXCAVATION                    |                             |                             |
0100 211.41                 325.000  LF   |     110.00000       35750.00|      75.00000       24375.00|      90.34000       29360.50
  NEW DITCH EXCAVATION - LEDGE            |                             |                             |
0110 304.104               7300.000  CY   |      30.00000      219000.00|      41.75000      304775.00|      22.65000      165345.00
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                             |                             |
     LETTING DATE : 07/12/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/12/06
                                                                                                                   PAGE : 2
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 012789.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403              |(   2   ) 000164             |(   3  ) 000855
                                          |PRATT & SONS, INC.           |C P M CONSTRUCTORS           |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 310.23               13800.000  SY   |       9.85000      135930.00|      11.00000      151800.00|      12.91000      178158.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                             |                             |
  INCH DEPTH                              |                             |                             |
0130 403.209                160.000  T    |     125.00000       20000.00|     140.00000       22400.00|     115.47000       18475.20
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0140 403.210               1260.000  T    |      76.00000       95760.00|      82.00000      103320.00|      73.38000       92458.80
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0150 403.213               1750.000  T    |      71.00000      124250.00|      78.00000      136500.00|      67.98000      118965.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0160 409.15                 780.000  G    |       8.00000        6240.00|       9.00000        7020.00|      14.01000       10927.80
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0170 411.10                  70.000  CY   |      45.00000        3150.00|      52.00000        3640.00|      43.87000        3070.90
  UNTREATED AGGREGATE SURFACE COURSE      |                             |                             |
  (TRUCK MEASURE)                         |                             |                             |
0180 504.069                  4.000  EA   |      80.00000         320.00|     130.00000         520.00|     173.43000         693.72
  CONCRETE PIPE TIES                      |                             |                             |
0190 603.16                 194.000  LF   |      25.00000        4850.00|      46.00000        8924.00|      27.36000        5307.84
  15 INCH CULVERT PIPE OPTION I           |                             |                             |
0200 603.17                  66.000  LF   |      32.00000        2112.00|      58.00000        3828.00|      38.72000        2555.52
  18 INCH CULVERT PIPE OPTION I           |                             |                             |
0210 603.179                540.000  LF   |      75.00000       40500.00|      70.00000       37800.00|      77.35000       41769.00
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0220 603.19                  40.000  LF   |      34.00000        1360.00|      62.00000        2480.00|      47.42000        1896.80
  24 INCH CULVERT PIPE OPTION I           |                             |                             |
0230 603.199                 51.000  LF   |     128.00000        6528.00|      80.00000        4080.00|      92.72000        4728.72
  24 INCH CULVERT PIPE OPTION III         |                             |                             |
0240 603.21                  40.000  LF   |     105.00000        4200.00|      82.00000        3280.00|      78.86000        3154.40
  36 INCH CULVERT PIPE OPTION I           |                             |                             |
0250 603.215                 56.000  LF   |     260.00000       14560.00|     100.00000        5600.00|     180.92000       10131.52
  36 INCH REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  III                                     |                             |                             |
0260 604.247                  1.000  EA   |    2300.00000        2300.00|    1700.00000        1700.00|    2154.42000        2154.42
  CATCH BASIN TYPE F5-C                   |                             |                             |
0270 605.09                 210.000  LF   |      41.00000        8610.00|      25.00000        5250.00|      28.32000        5947.20
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0280 605.10                  40.000  LF   |      35.00000        1400.00|      20.00000         800.00|      24.10000         964.00
  6 INCH UNDERDRAIN OUTLET                |                             |                             |
0290 606.47                  13.000  EA   |      45.00000         585.00|      44.00000         572.00|      86.71000        1127.23
  SINGLE WOOD POST                        |                             |                             |
0300 609.31                 370.000  LF   |      18.00000        6660.00|      18.00000        6660.00|       9.56000        3537.20
  CURB TYPE 3                             |                             |                             |
     LETTING DATE : 07/12/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/12/06
                                                                                                                   PAGE : 3
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 012789.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403              |(   2   ) 000164             |(   3  ) 000855
                                          |PRATT & SONS, INC.           |C P M CONSTRUCTORS           |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 610.08                 135.000  CY   |      65.00000        8775.00|      45.00000        6075.00|      55.62000        7508.70
  PLAIN RIPRAP                            |                             |                             |
0320 610.18                 120.000  CY   |      65.00000        7800.00|      38.00000        4560.00|      36.48000        4377.60
  STONE DITCH PROTECTION                  |                             |                             |
0330 613.319               1430.000  SY   |       2.50000        3575.00|       2.50000        3575.00|       1.71000        2445.30
  EROSION CONTROL BLANKET                 |                             |                             |
0340 615.07                 100.000  CY   |      49.00000        4900.00|      45.00000        4500.00|      66.57000        6657.00
  LOAM                                    |                             |                             |
0350 618.1301                 4.000  UN   |      21.00000          84.00|      20.00000          80.00|      24.82000          99.28
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0360 618.1401               136.000  UN   |      16.50000        2244.00|      17.00000        2312.00|      20.16000        2741.76
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0370 619.1201               140.000  UN   |      11.00000        1540.00|      11.00000        1540.00|      12.41000        1737.40
  MULCH - PLAN QUANTITY                   |                             |                             |
0380 620.56                  10.000  SY   |       2.50000          25.00|       7.00000          70.00|       5.78000          57.80
  DRAINAGE GEOTEXTILE                     |                             |                             |
0390 620.58                 620.000  SY   |       2.50000        1550.00|       2.50000        1550.00|       4.27000        2647.40
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0400 627.76                          LUMP |    5000.00000        5000.00|    9000.00000        9000.00|    5202.88000        5202.88
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0410 629.05                  60.000  HR   |      51.50000        3090.00|      46.00000        2760.00|      52.03000        3121.80
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0420 631.111                 25.000  HR   |     170.00000        4250.00|     200.00000        5000.00|     202.33000        5058.25
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                             |                             |
0430 631.12                  50.000  HR   |     130.00000        6500.00|     140.00000        7000.00|     156.09000        7804.50
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0440 631.172                100.000  HR   |      75.00000        7500.00|      65.00000        6500.00|      75.15000        7515.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0450 631.18                  50.000  HR   |      55.00000        2750.00|      70.00000        3500.00|      86.71000        4335.50
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                             |                             |
0460 631.20                   5.000  HR   |     140.00000         700.00|     275.00000        1375.00|     289.05000        1445.25
  STUMP CHIPPER (INCLUDING OPERATOR)      |                             |                             |
0470 639.19                   1.000  EA   |   10000.00000       10000.00|    7000.00000        7000.00|   19389.40000       19389.40
  FIELD OFFICE TYPE B                     |                             |                             |
0480 652.39                          LUMP |   12000.00000       12000.00|   20000.00000       20000.00|  176461.20000      176461.20
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0490 656.75                          LUMP |    6000.00000        6000.00|   25000.00000       25000.00|   41199.42000       41199.42
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0500 659.10                          LUMP |  119000.00000      119000.00|  130000.00000      130000.00|  262793.00000      262793.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $     1,146,833.00|           $     1,342,701.00|           $     1,467,274.22
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     1,146,833.00|           $     1,342,701.00|           $     1,467,274.22
====================================================================================================================================