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     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 1
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01                                     COMPLETION DATE : 11/17/07
                                                           =========
   PROJECT(S):  STP-1021(301)X          LOCATION(S): GORHAM-STANDISH, HIGHWAY IMPROVEMENTSSTATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  GORHAM-STANDISH, HIGHWAY IMPROVEMENTS.                                        NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000079         R J GRONDIN & SONS, INC.                                                   $     6,607,725.15  100.0000%
   2   000855         BRIDGECORP                                                                 $     7,766,386.91  117.5350%
   3   000116         SHAW BROTHERS CONSTRUCTION, INC.                                           $     7,920,344.35  119.8649%
   4   000648         DEARBORN BROTHERS CONSTRUCTION, INC.                                       $     8,280,796.07  125.3199%
====================================================================================================================================
                                          |(   1  ) 000079              |(   2  ) 000855              |(   3  ) 000116
                                          |R J GRONDIN & SONS, INC.     |BRIDGECORP                   |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                             |                             |
0010 201.11                   1.760  HA   |   91000.00000      160160.00|   45269.26000       79673.90|   50000.00000       88000.00
  CLEARING                                |                             |                             |
0020 201.23                  82.000  EA   |    1200.00000       98400.00|     549.02000       45019.64|     700.00000       57400.00
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 201.24                  84.000  EA   |     140.00000       11760.00|     241.65000       20298.60|     150.00000       12600.00
  REMOVING STUMP                          |                             |                             |
0040 202.128                  9.000  LS   |    3000.00000        3000.00|     866.64000         866.64|    1000.00000        1000.00
  REMOVE CONCRETE CURBS AND SIDEWALKS     |                             |                             |
0050 202.15                   2.000  EA   |     650.00000        1300.00|     506.18000        1012.36|     800.00000        1600.00
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0060 202.191                         LUMP |   20000.00000       20000.00|   12204.17000       12204.17|   36000.00000       36000.00
  REMOVING EXISTING PIPE                  |                             |                             |
0070 202.203                530.000  M2   |      17.94000        9508.20|      15.07000        7987.10|      20.00000       10600.00
  PAVEMENT BUTT JOINTS                    |                             |                             |
0080 203.2001             70800.000  M3   |       6.65000      470820.00|      10.59000      749772.00|      15.15000     1072620.00
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0090 203.21                 500.000  M3   |      60.00000       30000.00|      74.85000       37425.00|     100.00000       50000.00
  ROCK EXCAVATION                         |                             |                             |
0100 203.50                  20.000  M3   |      40.00000         800.00|      67.97000        1359.40|      21.00000         420.00
  COARSE SAND BORROW                      |                             |                             |
0110 204.41                5160.000  M2   |      13.00000       67080.00|       6.13000       31630.80|       8.30000       42828.00
  REHABILITATION OF EXISTING SHOULDERS,   |                             |                             |
  PLAN QUANTITY                           |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 2
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 000855             |(   3  ) 000116
                                          |R J GRONDIN & SONS, INC.     |BRIDGECORP                   |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 206.07                 500.000  M3   |     100.00000       50000.00|     175.01000       87505.00|     125.00000       62500.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0130 211.30                 650.000  M    |      12.00000        7800.00|      16.87000       10965.50|      14.00000        9100.00
  DITCH EXCAVATION                        |                             |                             |
0140 304.104              38500.000  M3   |      14.15000      544775.00|      24.96000      960960.00|      21.00000      808500.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                             |                             |
  QUANTITY)                               |                             |                             |
0150 310.23               58920.000  M2   |      16.30000      960396.00|      12.03000      708807.60|       8.60000      506712.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                             |                             |
  75 MM DEPTH                             |                             |                             |
0160 403.207               8910.000  MG   |      62.34000      555449.40|      62.34000      555449.40|      62.34000      555449.40
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                             |                             |
0170 403.209               1560.000  MG   |     103.62000      161647.20|     103.62000      161647.20|     103.62000      161647.20
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0180 403.210               6500.000  MG   |      63.17000      410605.00|      63.17000      410605.00|      63.17000      410605.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                             |                             |
0190 409.15               12380.000  L    |       1.96000       24264.80|       2.16000       26740.80|       1.96000       24264.80
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0200 527.303                  1.000  EA   |    3970.00000        3970.00|    4588.64000        4588.64|    3000.00000        3000.00
  ENERGY ABSORBING SYSTEM (ET-2,000)      |                             |                             |
0210 603.15                  22.000  M    |     100.00000        2200.00|     105.25000        2315.50|     119.00000        2618.00
  300  MM CULVERT PIPE OPTION I           |                             |                             |
0220 603.16                 780.000  M    |     100.00000       78000.00|      93.16000       72664.80|     131.00000      102180.00
  375 MM CULVERT PIPE OPTION I            |                             |                             |
0230 603.17                 127.000  M    |     180.00000       22860.00|     119.84000       15219.68|     193.00000       24511.00
  450 MM CULVERT PIPE OPTION I            |                             |                             |
0240 603.179                315.000  M    |     400.00000      126000.00|     176.29000       55531.35|     304.00000       95760.00
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0250 603.19                  50.000  M    |     450.00000       22500.00|     156.44000        7822.00|     195.00000        9750.00
  600 MM CULVERT PIPE OPTION I            |                             |                             |
0260 603.215                 16.000  M    |     500.00000        8000.00|     420.67000        6730.72|     313.00000        5008.00
  900 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0270 603.231                  4.000  M    |    1100.00000        4400.00|     323.49000        1293.96|     820.00000        3280.00
  1200 MM CORRUGATED METAL PIPE           |                             |                             |
0280 603.235                 12.000  M    |    1100.00000       13200.00|     570.59000        6847.08|     790.00000        9480.00
  1200 MM REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  III                                     |                             |                             |
0290 603.275                 34.000  M    |    1250.00000       42500.00|     888.79000       30218.86|    1000.00000       34000.00
  1800 MM RCP CLASS III                   |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 3
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 000855             |(   3  ) 000116
                                          |R J GRONDIN & SONS, INC.     |BRIDGECORP                   |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 603.76                   1.000  EA   |    1050.00000        1050.00|     953.55000         953.55|     500.00000         500.00
  300 MM INLET GRATE UNIT                 |                             |                             |
0310 603.78                   1.000  EA   |    1400.00000        1400.00|    1323.04000        1323.04|     600.00000         600.00
  450 MM INLET GRATE UNIT                 |                             |                             |
0320 604.076                  9.000  EA   |    3725.00000       33525.00|    3770.87000       33937.83|    3260.00000       29340.00
  1500 MM CATCH BASIN TYPE A1-C           |                             |                             |
0330 604.092                  7.000  EA   |    2800.00000       19600.00|    2591.00000       18137.00|    2550.00000       17850.00
  CATCH BASIN TYPE B1-C                   |                             |                             |
0340 604.252                  2.000  EA   |    3040.00000        6080.00|    2617.01000        5234.02|    3000.00000        6000.00
  CATCH BASIN TYPE A5-C                   |                             |                             |
0350 604.262                  7.000  EA   |    2800.00000       19600.00|    2591.00000       18137.00|    2700.00000       18900.00
  CATCH BASIN TYPE B5-C                   |                             |                             |
0360 605.09                3320.000  M    |      66.00000      219120.00|      95.82000      318122.40|      75.00000      249000.00
  150 MM UNDERDRAIN TYPE B                |                             |                             |
0370 605.10                 435.000  M    |      45.00000       19575.00|      66.98000       29136.30|      72.00000       31320.00
  150 MM UNDERDRAIN OUTLET                |                             |                             |
0380 605.11                 882.000  M    |     100.00000       88200.00|     118.63000      104631.66|     148.00000      130536.00
  300 MM UNDERDRAIN TYPE C                |                             |                             |
0390 605.12                 430.000  M    |     190.00000       81700.00|     128.26000       55151.80|     156.00000       67080.00
  375 MM UNDERDRAIN TYPE C                |                             |                             |
0400 605.13                 197.000  M    |     200.00000       39400.00|     154.01000       30339.97|     182.00000       35854.00
  450 MM UNDERDRAIN TYPE C                |                             |                             |
0410 605.14                 100.000  M    |     300.00000       30000.00|     180.65000       18065.00|     203.00000       20300.00
  525 MM UNDERDRAIN TYPE C                |                             |                             |
0420 605.16                 130.900  M    |     350.00000       45815.00|     225.47000       29514.02|     239.00000       31285.10
  675 MM UNDERDRAIN TYPE C                |                             |                             |
0430 605.17                  57.000  M    |     350.00000       19950.00|     227.41000       12962.37|     246.00000       14022.00
  750 MM UNDERDRAIN TYPE C                |                             |                             |
0440 606.24                 155.000  M    |      59.68000        9250.40|      68.98000       10691.90|      60.00000        9300.00
  GUARDRAIL TYPE 3D - SINGLE RAIL         |                             |                             |
0450 606.242                 16.250  M    |      61.39000         997.59|      70.96000        1153.10|      65.00000        1056.25
  GUARDRAIL TYPE 3D - OVER 4.5M RADIUS    |                             |                             |
0460 606.353                 16.000  EA   |      45.00000         720.00|      52.01000         832.16|      50.00000         800.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0470 606.754                  7.000  EA   |     600.00000        4200.00|    1144.01000        8008.07|     700.00000        4900.00
  WIDEN SHOULDER FOR 350 END TREATMENT    |                             |                             |
0480 606.79                   7.000  EA   |    1800.00000       12600.00|    2080.49000       14563.43|    2350.00000       16450.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0490 607.24                 289.700  M    |      24.14000        6993.36|      27.90000        8082.63|      23.00000        6663.10
  REMOVE AND RESET FENCE                  |                             |                             |
0500 608.26                   1.480  M2   |     420.00000         621.60|     785.96000        1163.22|    1000.00000        1480.00
  CURB RAMP DETECTABLE WARNING FIELD      |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 4
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 000855             |(   3  ) 000116
                                          |R J GRONDIN & SONS, INC.     |BRIDGECORP                   |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0510 609.11                 890.000  M    |      83.00000       73870.00|      87.20000       77608.00|      78.00000       69420.00
  VERTICAL CURB TYPE 1                    |                             |                             |
0520 609.12                  43.500  M    |     125.00000        5437.50|     113.79000        4949.87|     115.00000        5002.50
  VERTICAL CURB TYPE 1 - CIRCULAR         |                             |                             |
0530 609.234                  5.000  EA   |     100.00000         500.00|     277.40000        1387.00|     150.00000         750.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                             |                             |
0540 609.237                 65.000  EA   |     120.00000        7800.00|     392.98000       25543.70|     225.00000       14625.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                             |                             |
0550 609.31                3810.000  M    |      10.76000       40995.60|      20.94000       79781.40|      14.75000       56197.50
  CURB TYPE 3                             |                             |                             |
0560 610.08                 848.000  M3   |      40.00000       33920.00|      71.53000       60657.44|      70.00000       59360.00
  PLAIN RIPRAP                            |                             |                             |
0570 610.18                1068.000  M3   |      45.00000       48060.00|      46.24000       49384.32|      70.00000       74760.00
  STONE DITCH PROTECTION                  |                             |                             |
0580 613.319              22020.000  M2   |       2.00000       44040.00|       2.64000       58132.80|       2.00000       44040.00
  EROSION CONTROL BLANKET                 |                             |                             |
0590 615.0701              1690.000  M3   |      40.00000       67600.00|      43.32000       73210.80|     100.00000      169000.00
  LOAM - PLAN QUANTITY                    |                             |                             |
0600 618.1301               160.000  UN   |      24.00000        3840.00|      18.49000        2958.40|      23.00000        3680.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0610 618.1401               580.000  UN   |      16.50000        9570.00|      17.05000        9889.00|      16.00000        9280.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0620 619.1201               740.000  UN   |       8.00000        5920.00|      14.16000       10478.40|      10.00000        7400.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0630 620.60                  36.000  M2   |      10.00000         360.00|       8.94000         321.84|       8.00000         288.00
  SEPARATION GEOTEXTILE                   |                             |                             |
0640 621.025                 37.000  EA   |      86.00000        3182.00|      64.73000        2395.01|     100.00000        3700.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
0650 621.026                  5.000  EA   |      98.00000         490.00|      70.27000         351.35|     140.00000         700.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                             |                             |
  GROUP B                                 |                             |                             |
0660 621.027                  4.000  EA   |     115.00000         460.00|      81.37000         325.48|     145.00000         580.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                             |                             |
  GROUP C                                 |                             |                             |
0670 621.038                  6.000  EA   |     178.00000        1068.00|     133.15000         798.90|     180.00000        1080.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                             |                             |
  GROUP B                                 |                             |                             |
0680 621.126                  6.000  EA   |     153.00000         918.00|      81.37000         488.22|     150.00000         900.00
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                             |                             |
  MM) GROUP A                             |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 5
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 000855             |(   3  ) 000116
                                          |R J GRONDIN & SONS, INC.     |BRIDGECORP                   |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0690 621.195                  9.000  EA   |     288.00000        2592.00|     305.14000        2746.26|     265.00000        2385.00
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                             |                             |
  CALIPER) GROUP A                        |                             |                             |
0700 621.255                  9.000  EA   |     258.00000        2322.00|     125.75000        1131.75|     260.00000        2340.00
  LARGE DECIDUOUS TREES (2400 MM - 3000   |                             |                             |
  MM) GROUP A                             |                             |                             |
0710 621.273                  3.000  EA   |     323.00000         969.00|     322.88000         968.64|     300.00000         900.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                             |                             |
  CALIPER) GROUP A                        |                             |                             |
0720 621.395                  6.000  EA   |      53.00000         318.00|      64.73000         388.38|      55.00000         330.00
  DWARF EVERGREENS (450 MM - 600 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
0730 621.401                 36.000  EA   |      75.00000        2700.00|      23.12000         832.32|      40.00000        1440.00
  DWARF EVERGREENS (600 MM - 750 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
0740 621.546                 42.000  EA   |      38.00000        1596.00|      23.12000         971.04|      35.00000        1470.00
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
0750 621.80                          LUMP |    5000.00000        5000.00|    2080.49000        2080.49|    4000.00000        4000.00
  ESTABLISHMENT PERIOD                    |                             |                             |
0760 627.711              35980.000  M    |       0.40000       14392.00|       0.46000       16550.80|       0.40000       14392.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0770 627.73               11800.000  M    |       0.40000        4720.00|       0.46000        5428.00|       0.40000        4720.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                             |                             |
0780 627.75                 110.000  M2   |      17.75000        1952.50|      20.52000        2257.20|      17.75000        1952.50
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0790 627.76                          LUMP |   15000.00000       15000.00|    8321.51000        8321.51|   14000.00000       14000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                             |                             |
  OR YELLOW                               |                             |                             |
0800 629.05                  65.000  HR   |      22.00000        1430.00|      52.01000        3380.65|      35.00000        2275.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0810 631.12                  95.000  HR   |      80.00000        7600.00|     156.04000       14823.80|     140.00000       13300.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0820 631.14                   5.000  HR   |      80.00000         400.00|     156.04000         780.20|     150.00000         750.00
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0830 631.172                130.000  HR   |      75.00000        9750.00|      75.13000        9766.90|      70.00000        9100.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0840 631.18                  10.000  HR   |      45.00000         450.00|      86.69000         866.90|      35.00000         350.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 6
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 000855             |(   3  ) 000116
                                          |R J GRONDIN & SONS, INC.     |BRIDGECORP                   |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0850 631.22                  10.000  HR   |      60.00000         600.00|     144.48000        1444.80|     105.00000        1050.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                             |                             |
0860 631.32                  40.000  HR   |     225.00000        9000.00|     346.75000       13870.00|     150.00000        6000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0870 634.208                  1.000  EA   |     900.00000         900.00|     866.87000         866.87|    1750.00000        1750.00
  REMOVE AND RESET  LIGHT STANDARDS       |                             |                             |
0880 635.31                  55.000  M2   |     500.00000       27500.00|     791.92000       43555.60|     780.00000       42900.00
  PREFABRICATED CONCRETE BLOCK GRAVITY    |                             |                             |
  WALL                                    |                             |                             |
0890 639.18                   1.000  EA   |   12600.00000       12600.00|   37830.29000       37830.29|   26400.00000       26400.00
  FIELD OFFICE TYPE A                     |                             |                             |
0900 643.60                          LUMP |    6000.00000        6000.00|    4974.69000        4974.69|   11000.00000       11000.00
  FLASHING BEACON AT:                     |                             |                             |
0910 652.38                5270.000  HR   |      26.00000      137020.00|      17.80000       93806.00|      18.00000       94860.00
  FLAGGER                                 |                             |                             |
0920 652.39                          LUMP |  120000.00000      120000.00|  175852.00000      175852.00|  424400.00000      424400.00
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0930 656.75                          LUMP |   45000.00000       45000.00|   72085.83000       72085.83|  201800.00000      201800.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0940 658.20                 107.000  M2   |      12.00000        1284.00|      13.87000        1484.09|      12.00000        1284.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
0950 659.10                          LUMP |  280530.00000      280530.00|  966054.36000      966054.36|  701448.00000      701448.00
  MOBILIZATION                            |                             |                             |
0960 660.21                2000.000  HR   |       2.00000        4000.00|       1.16000        2320.00|       1.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     5,635,450.15|           $     6,777,404.47|           $     7,004,029.35
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002   WATER DISTRICT ITEMS
                                          |                             |                             |
0970 604.18                  11.000  EA   |     300.00000        3300.00|     375.55000        4131.05|     400.00000        4400.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                             |                             |
  GRADE                                   |                             |                             |
0980 823.011                  4.000  EA   |     250.00000        1000.00|     419.83000        1679.32|     350.00000        1400.00
  GATE VALVE BOX, INSTALL ONLY            |                             |                             |
0990 823.332                 44.000  EA   |     100.00000        4400.00|     209.91000        9236.04|     100.00000        4400.00
  GATE VALVE BOX, ADJUST TO GRADE         |                             |                             |
     SECTION TOTALS                       |           $         8,700.00|           $        15,046.41|           $        10,200.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003   WATER DISTRICT ITEMS
                                          |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 7
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 000855             |(   3  ) 000116
                                          |R J GRONDIN & SONS, INC.     |BRIDGECORP                   |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1000 203.26                 270.000  M3   |      30.00000        8100.00|      32.61000        8804.70|      21.00000        5670.00
  GRAVEL BORROW                           |                             |                             |
1010 803.011                 20.000  M3   |      45.00000         900.00|      88.09000        1761.80|     125.00000        2500.00
  TEST PITS                               |                             |                             |
1020 822.343                 23.000  M    |     150.00000        3450.00|     195.26000        4490.98|     442.00000       10166.00
  200 MM DUCTILE IRON WATER MAIN          |                             |                             |
1030 822.344                  1.000  EA   |     720.00000         720.00|    1067.68000        1067.68|     620.00000         620.00
  400 MM X 300 REDUCER                    |                             |                             |
1040 822.345                  1.000  EA   |    1450.00000        1450.00|    2368.23000        2368.23|    1240.00000        1240.00
  400 MM X 400 X 400 MM TEE               |                             |                             |
1050 822.346                  3.000  EA   |     705.00000        2115.00|    2182.81000        6548.43|    1100.00000        3300.00
  400 MM X 400 MM X 200 MM TEE            |                             |                             |
1060 822.365                 18.000  M    |     195.00000        3510.00|     228.41000        4111.38|     399.00000        7182.00
  300 MM DUCTILE IRON WATER MAIN          |                             |                             |
1070 822.366               2540.000  M    |     217.00000      551180.00|     197.49000      501624.60|     217.00000      551180.00
  400 MM DUCTILE IRON WATER MAIN          |                             |                             |
1080 823.30                   5.000  EA   |    6400.00000       32000.00|    5971.14000       29855.70|    5780.00000       28900.00
  400 MM GATE VALVE                       |                             |                             |
1090 823.31                   1.000  EA   |    2400.00000        2400.00|    2400.12000        2400.12|    2100.00000        2100.00
  300 MM GATE VALVE                       |                             |                             |
1100 823.325                  3.000  EA   |    1100.00000        3300.00|    1577.60000        4732.80|     940.00000        2820.00
  200 MM GATE VALVE                       |                             |                             |
1110 824.30                   8.000  EA   |    3400.00000       27200.00|    4604.80000       36838.40|    4680.00000       37440.00
  FIRE HYDRANTS                           |                             |                             |
1120 825.323                  3.000  EA   |    1500.00000        4500.00|    1473.61000        4420.83|    1515.00000        4545.00
  50 MM BLOW -OFF ASSEMBLY                |                             |                             |
1130 825.333                  3.000  EA   |     300.00000         900.00|     534.46000        1603.38|     300.00000         900.00
  25 MM AIR RELIEF VALVE                  |                             |                             |
1140 825.334                  5.000  EA   |    4600.00000       23000.00|    1396.48000        6982.40|    2900.00000       14500.00
  25 MM WATER SERVICE - LONGSIDE          |                             |                             |
1150 825.335                  5.000  EA   |    2600.00000       13000.00|    1232.30000        6161.50|    1334.00000        6670.00
  25 MM WATER SERVICE - SHORTSIDE         |                             |                             |
1160 825.344                210.000  M    |     505.00000      106050.00|     359.52000       75499.20|     437.00000       91770.00
  LOWER EXISTING WATER MAIN               |                             |                             |
1170 825.345                  2.000  EA   |    1500.00000        3000.00|    1061.37000        2122.74|     650.00000        1300.00
  LOWER SERVICES IN "CUT " AREAS          |                             |                             |
1180 825.346                  2.000  EA   |    2600.00000        5200.00|    2334.41000        4668.82|    3450.00000        6900.00
  LOWER HYDRANTS IN " CUT " AREAS         |                             |                             |
1190 825.347                  4.000  EA   |    1300.00000        5200.00|    1004.49000        4017.96|    1603.00000        6412.00
  LOWER SERVICES IN NEW DRAINAGE DITCH    |                             |                             |
1200 825.348                  2.000  EA   |    7000.00000       14000.00|    6119.89000       12239.78|    2100.00000        4200.00
  WATER MAIN LOCATION ADJ. AROUND NEW     |                             |                             |
  DRAINAGE STRUCTURES                     |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 8
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 000855             |(   3  ) 000116
                                          |R J GRONDIN & SONS, INC.     |BRIDGECORP                   |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1210 827.301               1500.000  M3   |     100.00000      150000.00|     165.91000      248865.00|      76.00000      114000.00
  ROCK EXCAVATION WATER MAIN              |                             |                             |
1220 827.302                 40.000  M3   |      60.00000        2400.00|      68.74000        2749.60|      45.00000        1800.00
  UNSUITABLE MATERIAL EXCAVATION BELOW    |                             |                             |
  TRENCH GRADE - GRAVEL BEDDING MATERIAL  |                             |                             |
     SECTION TOTALS                       |           $       963,575.00|           $       973,936.03|           $       906,115.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     6,607,725.15|           $     7,766,386.91|           $     7,920,344.35
====================================================================================================================================
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 9
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000648              |(       )                    |(      )
                                          |DEARBORN BROS. CONSTR. INC.  |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                             |                             |
0010 201.11                   1.760  HA   |   25000.00000       44000.00|                             |
  CLEARING                                |                             |                             |
0020 201.23                  82.000  EA   |     550.00000       45100.00|                             |
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 201.24                  84.000  EA   |     150.00000       12600.00|                             |
  REMOVING STUMP                          |                             |                             |
0040 202.128                  9.000  LS   |   20000.00000       20000.00|                             |
  REMOVE CONCRETE CURBS AND SIDEWALKS     |                             |                             |
0050 202.15                   2.000  EA   |     500.00000        1000.00|                             |
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0060 202.191                         LUMP |   13750.00000       13750.00|                             |
  REMOVING EXISTING PIPE                  |                             |                             |
0070 202.203                530.000  M2   |      22.45000       11898.50|                             |
  PAVEMENT BUTT JOINTS                    |                             |                             |
0080 203.2001             70800.000  M3   |      11.15000      789420.00|                             |
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0090 203.21                 500.000  M3   |      70.00000       35000.00|                             |
  ROCK EXCAVATION                         |                             |                             |
0100 203.50                  20.000  M3   |      15.75000         315.00|                             |
  COARSE SAND BORROW                      |                             |                             |
0110 204.41                5160.000  M2   |      10.80000       55728.00|                             |
  REHABILITATION OF EXISTING SHOULDERS,   |                             |                             |
  PLAN QUANTITY                           |                             |                             |
0120 206.07                 500.000  M3   |     155.00000       77500.00|                             |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0130 211.30                 650.000  M    |      31.00000       20150.00|                             |
  DITCH EXCAVATION                        |                             |                             |
0140 304.104              38500.000  M3   |      19.65000      756525.00|                             |
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                             |                             |
  QUANTITY)                               |                             |                             |
0150 310.23               58920.000  M2   |      15.10000      889692.00|                             |
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                             |                             |
  75 MM DEPTH                             |                             |                             |
0160 403.207               8910.000  MG   |      77.95000      694534.50|                             |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                             |                             |
0170 403.209               1560.000  MG   |     129.52000      202051.20|                             |
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 10
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000648              |(       )                    |(      )
                                          |DEARBORN BROS. CONSTR. INC.  |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0180 403.210               6500.000  MG   |      78.95000      513175.00|                             |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                             |                             |
0190 409.15               12380.000  L    |       2.45000       30331.00|                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0200 527.303                  1.000  EA   |    5000.00000        5000.00|                             |
  ENERGY ABSORBING SYSTEM (ET-2,000)      |                             |                             |
0210 603.15                  22.000  M    |     137.76000        3030.72|                             |
  300  MM CULVERT PIPE OPTION I           |                             |                             |
0220 603.16                 780.000  M    |     147.60000      115128.00|                             |
  375 MM CULVERT PIPE OPTION I            |                             |                             |
0230 603.17                 127.000  M    |     164.20000       20853.40|                             |
  450 MM CULVERT PIPE OPTION I            |                             |                             |
0240 603.179                315.000  M    |     164.20000       51723.00|                             |
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0250 603.19                  50.000  M    |     185.00000        9250.00|                             |
  600 MM CULVERT PIPE OPTION I            |                             |                             |
0260 603.215                 16.000  M    |     295.00000        4720.00|                             |
  900 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0270 603.231                  4.000  M    |     311.60000        1246.40|                             |
  1200 MM CORRUGATED METAL PIPE           |                             |                             |
0280 603.235                 12.000  M    |     426.40000        5116.80|                             |
  1200 MM REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  III                                     |                             |                             |
0290 603.275                 34.000  M    |     656.00000       22304.00|                             |
  1800 MM RCP CLASS III                   |                             |                             |
0300 603.76                   1.000  EA   |     900.00000         900.00|                             |
  300 MM INLET GRATE UNIT                 |                             |                             |
0310 603.78                   1.000  EA   |    1300.00000        1300.00|                             |
  450 MM INLET GRATE UNIT                 |                             |                             |
0320 604.076                  9.000  EA   |    1550.00000       13950.00|                             |
  1500 MM CATCH BASIN TYPE A1-C           |                             |                             |
0330 604.092                  7.000  EA   |    1400.00000        9800.00|                             |
  CATCH BASIN TYPE B1-C                   |                             |                             |
0340 604.252                  2.000  EA   |    1400.00000        2800.00|                             |
  CATCH BASIN TYPE A5-C                   |                             |                             |
0350 604.262                  7.000  EA   |    1400.00000        9800.00|                             |
  CATCH BASIN TYPE B5-C                   |                             |                             |
0360 605.09                3320.000  M    |      86.00000      285520.00|                             |
  150 MM UNDERDRAIN TYPE B                |                             |                             |
0370 605.10                 435.000  M    |      85.25000       37083.75|                             |
  150 MM UNDERDRAIN OUTLET                |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 11
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000648              |(       )                    |(      )
                                          |DEARBORN BROS. CONSTR. INC.  |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 605.11                 882.000  M    |     137.75000      121495.50|                             |
  300 MM UNDERDRAIN TYPE C                |                             |                             |
0390 605.12                 430.000  M    |     144.25000       62027.50|                             |
  375 MM UNDERDRAIN TYPE C                |                             |                             |
0400 605.13                 197.000  M    |     157.50000       31027.50|                             |
  450 MM UNDERDRAIN TYPE C                |                             |                             |
0410 605.14                 100.000  M    |     177.15000       17715.00|                             |
  525 MM UNDERDRAIN TYPE C                |                             |                             |
0420 605.16                 130.900  M    |     213.50000       27947.15|                             |
  675 MM UNDERDRAIN TYPE C                |                             |                             |
0430 605.17                  57.000  M    |     213.50000       12169.50|                             |
  750 MM UNDERDRAIN TYPE C                |                             |                             |
0440 606.24                 155.000  M    |      90.15000       13973.25|                             |
  GUARDRAIL TYPE 3D - SINGLE RAIL         |                             |                             |
0450 606.242                 16.250  M    |     114.80000        1865.50|                             |
  GUARDRAIL TYPE 3D - OVER 4.5M RADIUS    |                             |                             |
0460 606.353                 16.000  EA   |      50.00000         800.00|                             |
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0470 606.754                  7.000  EA   |    1500.00000       10500.00|                             |
  WIDEN SHOULDER FOR 350 END TREATMENT    |                             |                             |
0480 606.79                   7.000  EA   |    2300.00000       16100.00|                             |
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0490 607.24                 289.700  M    |      60.00000       17382.00|                             |
  REMOVE AND RESET FENCE                  |                             |                             |
0500 608.26                   1.480  M2   |     216.25000         320.05|                             |
  CURB RAMP DETECTABLE WARNING FIELD      |                             |                             |
0510 609.11                 890.000  M    |     108.25000       96342.50|                             |
  VERTICAL CURB TYPE 1                    |                             |                             |
0520 609.12                  43.500  M    |     148.00000        6438.00|                             |
  VERTICAL CURB TYPE 1 - CIRCULAR         |                             |                             |
0530 609.234                  5.000  EA   |     175.00000         875.00|                             |
  TERMINAL CURB TYPE 1 - 1.2 METER        |                             |                             |
0540 609.237                 65.000  EA   |     275.00000       17875.00|                             |
  TERMINAL CURB TYPE 1 - 2.1 METER        |                             |                             |
0550 609.31                3810.000  M    |      13.45000       51244.50|                             |
  CURB TYPE 3                             |                             |                             |
0560 610.08                 848.000  M3   |      55.00000       46640.00|                             |
  PLAIN RIPRAP                            |                             |                             |
0570 610.18                1068.000  M3   |      55.00000       58740.00|                             |
  STONE DITCH PROTECTION                  |                             |                             |
0580 613.319              22020.000  M2   |       2.40000       52848.00|                             |
  EROSION CONTROL BLANKET                 |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 12
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000648              |(       )                    |(      )
                                          |DEARBORN BROS. CONSTR. INC.  |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0590 615.0701              1690.000  M3   |      26.25000       44362.50|                             |
  LOAM - PLAN QUANTITY                    |                             |                             |
0600 618.1301               160.000  UN   |      28.75000        4600.00|                             |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0610 618.1401               580.000  UN   |      20.00000       11600.00|                             |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0620 619.1201               740.000  UN   |      15.00000       11100.00|                             |
  MULCH - PLAN QUANTITY                   |                             |                             |
0630 620.60                  36.000  M2   |       2.50000          90.00|                             |
  SEPARATION GEOTEXTILE                   |                             |                             |
0640 621.025                 37.000  EA   |      70.00000        2590.00|                             |
  EVERGREEN TREES (900 MM - 1200 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
0650 621.026                  5.000  EA   |      76.00000         380.00|                             |
  EVERGREEN TREES (900 MM - 1200 MM)      |                             |                             |
  GROUP B                                 |                             |                             |
0660 621.027                  4.000  EA   |      88.00000         352.00|                             |
  EVERGREEN TREES (900 MM - 1200 MM)      |                             |                             |
  GROUP C                                 |                             |                             |
0670 621.038                  6.000  EA   |     144.00000         864.00|                             |
  EVERGREEN TREES (1500 MM - 1800 MM)     |                             |                             |
  GROUP B                                 |                             |                             |
0680 621.126                  6.000  EA   |      88.00000         528.00|                             |
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                             |                             |
  MM) GROUP A                             |                             |                             |
0690 621.195                  9.000  EA   |     330.00000        2970.00|                             |
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                             |                             |
  CALIPER) GROUP A                        |                             |                             |
0700 621.255                  9.000  EA   |     136.00000        1224.00|                             |
  LARGE DECIDUOUS TREES (2400 MM - 3000   |                             |                             |
  MM) GROUP A                             |                             |                             |
0710 621.273                  3.000  EA   |     360.00000        1080.00|                             |
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                             |                             |
  CALIPER) GROUP A                        |                             |                             |
0720 621.395                  6.000  EA   |      70.00000         420.00|                             |
  DWARF EVERGREENS (450 MM - 600 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
0730 621.401                 36.000  EA   |      25.00000         900.00|                             |
  DWARF EVERGREENS (600 MM - 750 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
0740 621.546                 42.000  EA   |      25.00000        1050.00|                             |
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                             |                             |
  GROUP A                                 |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 13
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000648              |(       )                    |(      )
                                          |DEARBORN BROS. CONSTR. INC.  |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0750 621.80                          LUMP |    3500.00000        3500.00|                             |
  ESTABLISHMENT PERIOD                    |                             |                             |
0760 627.711              35980.000  M    |       1.25000       44975.00|                             |
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0770 627.73               11800.000  M    |       1.50000       17700.00|                             |
  100 MM YELLOW PAVEMENT MARKING LINE     |                             |                             |
0780 627.75                 110.000  M2   |      32.50000        3575.00|                             |
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0790 627.76                          LUMP |   37000.00000       37000.00|                             |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                             |                             |
  OR YELLOW                               |                             |                             |
0800 629.05                  65.000  HR   |      40.00000        2600.00|                             |
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0810 631.12                  95.000  HR   |     155.00000       14725.00|                             |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0820 631.14                   5.000  HR   |     160.00000         800.00|                             |
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0830 631.172                130.000  HR   |      60.00000        7800.00|                             |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0840 631.18                  10.000  HR   |      55.00000         550.00|                             |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                             |                             |
0850 631.22                  10.000  HR   |     100.00000        1000.00|                             |
  FRONT END LOADER (INCLUDING OPERATOR)   |                             |                             |
0860 631.32                  40.000  HR   |     200.00000        8000.00|                             |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0870 634.208                  1.000  EA   |    5000.00000        5000.00|                             |
  REMOVE AND RESET  LIGHT STANDARDS       |                             |                             |
0880 635.31                  55.000  M2   |     430.00000       23650.00|                             |
  PREFABRICATED CONCRETE BLOCK GRAVITY    |                             |                             |
  WALL                                    |                             |                             |
0890 639.18                   1.000  EA   |   12000.00000       12000.00|                             |
  FIELD OFFICE TYPE A                     |                             |                             |
0900 643.60                          LUMP |    7500.00000        7500.00|                             |
  FLASHING BEACON AT:                     |                             |                             |
0910 652.38                5270.000  HR   |      22.00000      115940.00|                             |
  FLAGGER                                 |                             |                             |
0920 652.39                          LUMP |  150000.00000      150000.00|                             |
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 14
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000648              |(       )                    |(      )
                                          |DEARBORN BROS. CONSTR. INC.  |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0930 656.75                          LUMP |  150000.00000      150000.00|                             |
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0940 658.20                 107.000  M2   |      30.00000        3210.00|                             |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
0950 659.10                          LUMP |  750000.00000      750000.00|                             |
  MOBILIZATION                            |                             |                             |
0960 660.21                2000.000  HR   |       2.00000        4000.00|                             |
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     6,924,257.72|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002   WATER DISTRICT ITEMS
                                          |                             |                             |
0970 604.18                  11.000  EA   |     650.00000        7150.00|                             |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                             |                             |
  GRADE                                   |                             |                             |
0980 823.011                  4.000  EA   |     300.00000        1200.00|                             |
  GATE VALVE BOX, INSTALL ONLY            |                             |                             |
0990 823.332                 44.000  EA   |     125.00000        5500.00|                             |
  GATE VALVE BOX, ADJUST TO GRADE         |                             |                             |
     SECTION TOTALS                       |           $        13,850.00|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003   WATER DISTRICT ITEMS
                                          |                             |                             |
1000 203.26                 270.000  M3   |      16.50000        4455.00|                             |
  GRAVEL BORROW                           |                             |                             |
1010 803.011                 20.000  M3   |      39.00000         780.00|                             |
  TEST PITS                               |                             |                             |
1020 822.343                 23.000  M    |     136.95000        3149.85|                             |
  200 MM DUCTILE IRON WATER MAIN          |                             |                             |
1030 822.344                  1.000  EA   |    1000.00000        1000.00|                             |
  400 MM X 300 REDUCER                    |                             |                             |
1040 822.345                  1.000  EA   |    1000.00000        1000.00|                             |
  400 MM X 400 X 400 MM TEE               |                             |                             |
1050 822.346                  3.000  EA   |    1000.00000        3000.00|                             |
  400 MM X 400 MM X 200 MM TEE            |                             |                             |
1060 822.365                 18.000  M    |     203.25000        3658.50|                             |
  300 MM DUCTILE IRON WATER MAIN          |                             |                             |
1070 822.366               2540.000  M    |     340.50000      864870.00|                             |
  400 MM DUCTILE IRON WATER MAIN          |                             |                             |
1080 823.30                   5.000  EA   |    6000.00000       30000.00|                             |
  400 MM GATE VALVE                       |                             |                             |
     LETTING DATE : 06/14/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/15/06
                                                                                                                   PAGE : 15
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 010213.01
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000648              |(       )                    |(      )
                                          |DEARBORN BROS. CONSTR. INC.  |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1090 823.31                   1.000  EA   |    2250.00000        2250.00|                             |
  300 MM GATE VALVE                       |                             |                             |
1100 823.325                  3.000  EA   |    1500.00000        4500.00|                             |
  200 MM GATE VALVE                       |                             |                             |
1110 824.30                   8.000  EA   |    4500.00000       36000.00|                             |
  FIRE HYDRANTS                           |                             |                             |
1120 825.323                  3.000  EA   |    1500.00000        4500.00|                             |
  50 MM BLOW -OFF ASSEMBLY                |                             |                             |
1130 825.333                  3.000  EA   |     500.00000        1500.00|                             |
  25 MM AIR RELIEF VALVE                  |                             |                             |
1140 825.334                  5.000  EA   |    3000.00000       15000.00|                             |
  25 MM WATER SERVICE - LONGSIDE          |                             |                             |
1150 825.335                  5.000  EA   |    2000.00000       10000.00|                             |
  25 MM WATER SERVICE - SHORTSIDE         |                             |                             |
1160 825.344                210.000  M    |     460.50000       96705.00|                             |
  LOWER EXISTING WATER MAIN               |                             |                             |
1170 825.345                  2.000  EA   |    2000.00000        4000.00|                             |
  LOWER SERVICES IN "CUT " AREAS          |                             |                             |
1180 825.346                  2.000  EA   |    3000.00000        6000.00|                             |
  LOWER HYDRANTS IN " CUT " AREAS         |                             |                             |
1190 825.347                  4.000  EA   |    2000.00000        8000.00|                             |
  LOWER SERVICES IN NEW DRAINAGE DITCH    |                             |                             |
1200 825.348                  2.000  EA   |    4000.00000        8000.00|                             |
  WATER MAIN LOCATION ADJ. AROUND NEW     |                             |                             |
  DRAINAGE STRUCTURES                     |                             |                             |
1210 827.301               1500.000  M3   |     155.00000      232500.00|                             |
  ROCK EXCAVATION WATER MAIN              |                             |                             |
1220 827.302                 40.000  M3   |      45.50000        1820.00|                             |
  UNSUITABLE MATERIAL EXCAVATION BELOW    |                             |                             |
  TRENCH GRADE - GRAVEL BEDDING MATERIAL  |                             |                             |
     SECTION TOTALS                       |           $     1,342,688.35|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     8,280,796.07|           $             0.00|           $
====================================================================================================================================