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     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 1
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00                                     COMPLETION DATE : 06/15/08
                                                           =========
   PROJECT(S):  STP-8822(00)X           LOCATION(S): SO. PORTLAND, HIGHWAY IMPROVEMENTSNE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  SO. PORTLAND, HIGHWAY IMPROVEMENTS.                                           NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000079         R J GRONDIN & SONS, INC.                                                   $     3,846,213.20  100.0000%
   2   001094         K & K EXCAVATION, INC.                                                     $     4,293,704.20  111.6346%
   3   000403         PRATT & SONS, INC.                                                         $     4,414,518.00  114.7757%
   4   000855         BRIDGECORP                                                                 $     4,686,427.67  121.8452%
====================================================================================================================================
                                          |(   1  ) 000079              |(   2  ) 001094              |(   3  ) 000403
                                          |R J GRONDIN & SONS, INC.     |K & K EXCAVATION, INC.       |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                             |                             |
0010 201.23                   4.000  EA   |     750.00000        3000.00|     325.00000        1300.00|    1000.00000        4000.00
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0020 201.24                   5.000  EA   |     950.00000        4750.00|     275.00000        1375.00|     300.00000        1500.00
  REMOVING STUMP                          |                             |                             |
0030 202.15                   8.000  EA   |     450.00000        3600.00|     500.00000        4000.00|     400.00000        3200.00
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0040 202.202               6650.000  M2   |       4.08000       27132.00|       4.08000       27132.00|       5.00000       33250.00
  REMOVING PAVEMENT SURFACE               |                             |                             |
0050 202.203                730.000  M2   |      31.39000       22914.70|      31.39000       22914.70|      33.00000       24090.00
  PAVEMENT BUTT JOINTS                    |                             |                             |
0060 203.2001             12200.000  M3   |      13.00000      158600.00|      32.00000      390400.00|      18.00000      219600.00
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0070 203.2312                        LUMP |    3500.00000        3500.00|   10000.00000       10000.00|    2500.00000        2500.00
  HEALTH AND SAFETY PLAN                  |                             |                             |
0080 203.2333                50.000  MG   |      70.00000        3500.00|     140.00000        7000.00|     195.00000        9750.00
  DISPOSAL OF SPECIAL EXCAVATION          |                             |                             |
0090 203.25                 215.000  M3   |      15.00000        3225.00|      23.00000        4945.00|      34.00000        7310.00
  GRANULAR BORROW                         |                             |                             |
0100 206.061                125.000  M3   |      14.00000        1750.00|      30.00000        3750.00|      34.00000        4250.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0110 304.104              11800.000  M3   |      20.00000      236000.00|      23.00000      271400.00|      40.00000      472000.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                             |                             |
  QUANTITY)                               |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 2
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 001094             |(   3  ) 000403
                                          |R J GRONDIN & SONS, INC.     |K & K EXCAVATION, INC.       |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 403.207               6200.000  MG   |      85.00000      527000.00|      71.88000      445656.00|      71.88000      445656.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                             |                             |
0130 403.208               3650.000  MG   |      68.92000      251558.00|      68.92000      251558.00|      68.92000      251558.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                             |                             |
0140 403.209               1150.000  MG   |     112.75000      129662.50|     112.74000      129651.00|     112.74000      129651.00
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0150 403.211                560.000  MG   |      82.00000       45920.00|      81.90000       45864.00|      81.90000       45864.00
  HOT MIX ASPHALT (SHIM)                  |                             |                             |
0160 409.15                5900.000  L    |       3.35000       19765.00|       2.78000       16402.00|       2.78000       16402.00
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0170 602.303                         LUMP |    5000.00000        5000.00|    8000.00000        8000.00|    4400.00000        4400.00
  FLOWABLE CONCRETE FILL                  |                             |                             |
0180 603.155                 34.000  M    |     225.00000        7650.00|     175.00000        5950.00|     280.00000        9520.00
  300 MM RCP CLASS III                    |                             |                             |
0190 603.159                232.000  M    |     110.00000       25520.00|     150.00000       34800.00|     150.00000       34800.00
  300 MM CULVERT PIPE OPTION III          |                             |                             |
0200 603.169                  5.000  M    |     230.00000        1150.00|     200.00000        1000.00|     350.00000        1750.00
  375 MM CULVERT PIPE OPTION III          |                             |                             |
0210 603.175                 35.000  M    |     150.00000        5250.00|     315.00000       11025.00|     290.00000       10150.00
  450 MM RCP CLASS III                    |                             |                             |
0220 603.179                205.000  M    |     136.00000       27880.00|     145.00000       29725.00|     225.00000       46125.00
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0230 603.195                 74.000  M    |     210.00000       15540.00|     460.00000       34040.00|     330.00000       24420.00
  600 MM RCP CLASS III                    |                             |                             |
0240 603.205                  7.000  M    |     550.00000        3850.00|     500.00000        3500.00|     350.00000        2450.00
  750 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0250 603.209                 22.000  M    |     230.00000        5060.00|     315.00000        6930.00|     300.00000        6600.00
  750 MM CULVERT PIPE OPTION III          |                             |                             |
0260 603.215                 80.000  M    |     275.00000       22000.00|     615.00000       49200.00|     450.00000       36000.00
  900 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0270 603.235                 96.000  M    |     340.00000       32640.00|     625.00000       60000.00|     500.00000       48000.00
  1200 MM REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  III                                     |                             |                             |
0280 603.275                 82.000  M    |     625.00000       51250.00|     900.00000       73800.00|     820.00000       67240.00
  1800 MM RCP CLASS III                   |                             |                             |
0290 603.76                   2.000  EA   |     500.00000        1000.00|     425.00000         850.00|     430.00000         860.00
  300 MM INLET GRATE UNIT                 |                             |                             |
0300 604.072                 36.000  EA   |    1920.00000       69120.00|    2600.00000       93600.00|    3300.00000      118800.00
  CATCH BASIN TYPE A1-C                   |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 3
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 001094             |(   3  ) 000403
                                          |R J GRONDIN & SONS, INC.     |K & K EXCAVATION, INC.       |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 604.076                  3.000  EA   |    2300.00000        6900.00|    3250.00000        9750.00|    3800.00000       11400.00
  1500 MM CATCH BASIN TYPE A1-C           |                             |                             |
0320 604.092                  4.000  EA   |    1550.00000        6200.00|    2500.00000       10000.00|    2300.00000        9200.00
  CATCH BASIN TYPE B1-C                   |                             |                             |
0330 604.096                  2.000  EA   |    2100.00000        4200.00|    3000.00000        6000.00|    3900.00000        7800.00
  1500 MM CATCH BASIN TYPE B1-C           |                             |                             |
0340 604.15                  14.000  EA   |    1275.00000       17850.00|    2500.00000       35000.00|    2400.00000       33600.00
  MANHOLE                                 |                             |                             |
0350 604.153                  3.000  EA   |    2850.00000        8550.00|    3300.00000        9900.00|    3700.00000       11100.00
  1500 MM MANHOLE                         |                             |                             |
0360 604.1552                 1.000  EA   |   18750.00000       18750.00|   35000.00000       35000.00|   23200.00000       23200.00
  PRECAST CONCRETE TANK                   |                             |                             |
0370 604.156                  2.000  EA   |    5130.00000       10260.00|    8500.00000       17000.00|   10500.00000       21000.00
  2400 MM MANHOLE                         |                             |                             |
0380 604.16                   3.000  EA   |     425.00000        1275.00|     750.00000        2250.00|     950.00000        2850.00
  ALTERING CATCH BASIN TO MANHOLES        |                             |                             |
0390 604.17                   1.000  EA   |     500.00000         500.00|     750.00000         750.00|     900.00000         900.00
  ALTERING MANHOLES TO CATCH BASINS       |                             |                             |
0400 604.171                  1.000  EA   |    1400.00000        1400.00|     750.00000         750.00|    1000.00000        1000.00
  ALTER MANHOLE                           |                             |                             |
0410 604.18                   8.000  EA   |     425.00000        3400.00|     525.00000        4200.00|     650.00000        5200.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                             |                             |
  GRADE                                   |                             |                             |
0420 604.182                  2.000  EA   |     165.00000         330.00|     500.00000        1000.00|     145.00000         290.00
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                             |                             |
0430 604.2403                 8.000  EA   |    1100.00000        8800.00|    1500.00000       12000.00|    2600.00000       20800.00
  CATCH BASIN INLET ASSEMBLY              |                             |                             |
0440 604.248                  1.000  EA   |    1540.00000        1540.00|    1500.00000        1500.00|    2100.00000        2100.00
  CATCH BASIN TYPE F6                     |                             |                             |
0450 604.252                  3.000  EA   |    1450.00000        4350.00|    3000.00000        9000.00|    3250.00000        9750.00
  CATCH BASIN TYPE A5-C                   |                             |                             |
0460 605.09                 290.000  M    |      40.00000       11600.00|      70.00000       20300.00|     135.00000       39150.00
  150 MM UNDERDRAIN TYPE B                |                             |                             |
0470 605.11                 720.000  M    |      72.00000       51840.00|     110.00000       79200.00|     170.00000      122400.00
  300 MM UNDERDRAIN TYPE C                |                             |                             |
0480 605.13                 210.000  M    |     135.00000       28350.00|     130.00000       27300.00|     220.00000       46200.00
  450 MM UNDERDRAIN TYPE C                |                             |                             |
0490 605.15                 110.000  M    |     168.00000       18480.00|     180.00000       19800.00|     265.00000       29150.00
  600 MM UNDERDRAIN TYPE C                |                             |                             |
0500 605.17                  57.000  M    |     250.00000       14250.00|     210.00000       11970.00|     345.00000       19665.00
  750 MM UNDERDRAIN TYPE C                |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 4
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 001094             |(   3  ) 000403
                                          |R J GRONDIN & SONS, INC.     |K & K EXCAVATION, INC.       |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0510 608.253                 59.000  M2   |     180.00000       10620.00|     800.00000       47200.00|     750.00000       44250.00
  MASONRY PAVER WITH TRUNCATED DOME       |                             |                             |
0520 609.11                2100.000  M    |      83.50000      175350.00|     108.00000      226800.00|      70.00000      147000.00
  VERTICAL CURB TYPE 1                    |                             |                             |
0530 609.12                 240.000  M    |     120.00000       28800.00|     150.00000       36000.00|      88.00000       21120.00
  VERTICAL CURB TYPE 1 - CIRCULAR         |                             |                             |
0540 609.234                 90.000  EA   |     110.00000        9900.00|     200.00000       18000.00|     180.00000       16200.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                             |                             |
0550 609.237                  8.000  EA   |     185.00000        1480.00|     300.00000        2400.00|     215.00000        1720.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                             |                             |
0560 609.2371                55.000  EA   |     275.00000       15125.00|     525.00000       28875.00|     245.00000       13475.00
  TERMINAL CURB TYPE 1- 2.1M - CIRCULAR   |                             |                             |
0570 609.31                 150.000  M    |      18.00000        2700.00|      15.41000        2311.50|      40.00000        6000.00
  CURB TYPE 3                             |                             |                             |
0580 609.34                 320.000  M    |      75.00000       24000.00|     140.00000       44800.00|      60.00000       19200.00
  CURB TYPE 5                             |                             |                             |
0590 609.35                  29.000  M    |     240.00000        6960.00|     200.00000        5800.00|     315.00000        9135.00
  CURB TYPE 5 - CIRCULAR                  |                             |                             |
0600 609.40                  14.000  M    |      50.00000         700.00|     110.00000        1540.00|      32.00000         448.00
  RESET CURB TYPE 5                       |                             |                             |
0610 609.441                400.000  M    |      31.00000       12400.00|      50.00000       20000.00|      10.00000        4000.00
  CURBING REMOVED AND STACKED             |                             |                             |
0620 610.08                 300.000  M3   |      35.00000       10500.00|      90.00000       27000.00|      66.00000       19800.00
  PLAIN RIPRAP                            |                             |                             |
0630 615.07                 630.000  M3   |      65.00000       40950.00|      35.00000       22050.00|      66.00000       41580.00
  LOAM                                    |                             |                             |
0640 618.1301                43.000  UN   |      29.50000        1268.50|      18.75000         806.25|      21.00000         903.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0650 618.1401                40.000  UN   |      20.00000         800.00|      18.75000         750.00|      21.00000         840.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0660 619.1201               190.000  UN   |       5.00000         950.00|      12.00000        2280.00|      14.00000        2660.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0670 620.58                 830.000  M2   |       2.25000        1867.50|       3.50000        2905.00|       2.50000        2075.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0680 623.09                   6.000  EA   |     300.00000        1800.00|    1500.00000        9000.00|    1230.00000        7380.00
  REMOVE AND RESET MONUMENT               |                             |                             |
0690 626.11                   7.000  EA   |     275.00000        1925.00|     236.00000        1652.00|     256.00000        1792.00
  PRECAST CONCRETE JUNCTION BOX:___       |                             |                             |
0700 626.22                 190.000  M    |      35.00000        6650.00|      32.50000        6175.00|      35.00000        6650.00
  NON-METALLIC CONDUIT                    |                             |                             |
0710 626.31                   4.000  EA   |     500.00000        2000.00|     500.00000        2000.00|     524.00000        2096.00
  450 MM FOUNDATION                       |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 5
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 001094             |(   3  ) 000403
                                          |R J GRONDIN & SONS, INC.     |K & K EXCAVATION, INC.       |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0720 626.34                  16.000  EA   |    1500.00000       24000.00|    1550.00000       24800.00|    1700.00000       27200.00
  SIGNAL POLE FOUNDATION                  |                             |                             |
0730 627.18                 660.000  M    |       1.50000         990.00|       1.50000         990.00|       1.70000        1122.00
  300 MM SOLID WHITE PAVEMENT MARK LINE   |                             |                             |
0740 627.711               1550.000  M    |       0.50000         775.00|       0.50000         775.00|       0.60000         930.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0750 627.75                 150.000  M2   |      21.50000        3225.00|      21.50000        3225.00|      24.00000        3600.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0760 627.76                          LUMP |    3500.00000        3500.00|    2750.00000        2750.00|    2500.00000        2500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                             |                             |
  OR YELLOW                               |                             |                             |
0770 627.77                 450.000  M2   |      16.00000        7200.00|      16.15000        7267.50|      18.00000        8100.00
  REMOVING PAVEMENT MARKINGS              |                             |                             |
0780 629.05                 100.000  HR   |      25.00000        2500.00|      30.00000        3000.00|      51.00000        5100.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0790 631.10                  20.000  HR   |      20.00000         400.00|      40.00000         800.00|      56.00000        1120.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0800 631.11                  20.000  HR   |      27.00000         540.00|      40.00000         800.00|      56.00000        1120.00
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0810 631.12                  50.000  HR   |     115.00000        5750.00|     120.00000        6000.00|     115.00000        5750.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0820 631.14                  25.000  HR   |      80.00000        2000.00|     110.00000        2750.00|     220.00000        5500.00
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0830 631.15                  25.000  HR   |      65.00000        1625.00|      75.00000        1875.00|      90.00000        2250.00
  ROLLER, EARTH AND BASE COURSE           |                             |                             |
  (INCLUDING OPERATOR)                    |                             |                             |
0840 631.172                 50.000  HR   |      60.00000        3000.00|      60.00000        3000.00|      77.00000        3850.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0850 631.20                  24.000  HR   |      45.00000        1080.00|     120.00000        2880.00|     150.00000        3600.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                             |                             |
0860 631.21                  25.000  HR   |      55.00000        1375.00|      80.00000        2000.00|      56.00000        1400.00
  ROAD BROOM (INCLUDING OPERATORS AND     |                             |                             |
  HAULER)                                 |                             |                             |
0870 631.22                  24.000  HR   |      75.00000        1800.00|     110.00000        2640.00|     100.00000        2400.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                             |                             |
0880 631.32                  24.000  HR   |     130.00000        3120.00|     175.00000        4200.00|     220.00000        5280.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0890 639.18                   1.000  EA   |    8500.00000        8500.00|   14000.00000       14000.00|   18000.00000       18000.00
  FIELD OFFICE TYPE A                     |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 6
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 001094             |(   3  ) 000403
                                          |R J GRONDIN & SONS, INC.     |K & K EXCAVATION, INC.       |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0900 643.71                          LUMP |   45000.00000       45000.00|   22130.00000       22130.00|   24000.00000       24000.00
  TRAFFIC SIGNAL MODIFICATION AT WESTERN  |                             |                             |
  AVE W/ GORHAM RD.                       |                             |                             |
0910 643.71                          LUMP |   51000.00000       51000.00|   32573.00000       32573.00|   35400.00000       35400.00
  TRAFFIC SIGNAL MODIFICATION AT WESTERN  |                             |                             |
  AVE. W/ FODEN RD.                       |                             |                             |
0920 643.86                  10.000  EA   |     500.00000        5000.00|     525.00000        5250.00|     570.00000        5700.00
  TRAFFIC SIGNAL LOOP DETECTORS           |                             |                             |
0930 643.91                   4.000  EA   |    6600.00000       26400.00|    6930.00000       27720.00|    7500.00000       30000.00
  MAST ARM POLE                           |                             |                             |
0940 643.92                   3.000  EA   |     475.00000        1425.00|     500.00000        1500.00|     540.00000        1620.00
  PEDESTAL POLE                           |                             |                             |
0950 643.93                  12.000  EA   |    4100.00000       49200.00|    4226.00000       50712.00|    4600.00000       55200.00
  STRAIN POLE                             |                             |                             |
0960 645.106                 42.000  EA   |      50.00000        2100.00|      55.00000        2310.00|      55.00000        2310.00
  DEMOUNT REGULATORY, WARNING,            |                             |                             |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                             |                             |
  SIGN                                    |                             |                             |
0970 645.108                 30.000  EA   |      50.00000        1500.00|      55.00000        1650.00|      55.00000        1650.00
  DEMOUNT POLE                            |                             |                             |
0980 645.116                 37.000  EA   |     165.00000        6105.00|     171.00000        6327.00|     185.00000        6845.00
  REINSTALL REGULATORY, WARNING,          |                             |                             |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                             |                             |
  SIGN                                    |                             |                             |
0990 645.1201                        LUMP |  110000.00000      110000.00|  114400.00000      114400.00|  124000.00000      124000.00
  SIGNAL TRUSS                            |                             |                             |
1000 645.280                  1.000  EA   |     125.00000         125.00|      95.00000          95.00|     103.00000         103.00
  WOOD POST                               |                             |                             |
1010 645.292                 44.000  M2   |     270.00000       11880.00|     283.00000       12452.00|     300.00000       13200.00
  REGULATORY, WARNING, CONFIRMATION AND   |                             |                             |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                             |                             |
1020 645.300                 24.000  EA   |      30.00000         720.00|      31.00000         744.00|      27.00000         648.00
  U-CHANNEL POST                          |                             |                             |
1030 652.31                  50.000  EA   |      25.00000        1250.00|     100.00000        5000.00|      60.00000        3000.00
  TYPE I BARRICADE                        |                             |                             |
1040 652.33                 200.000  EA   |      40.00000        8000.00|      50.00000       10000.00|      75.00000       15000.00
  DRUM                                    |                             |                             |
1050 652.34                 100.000  EA   |      13.00000        1300.00|      20.00000        2000.00|      21.00000        2100.00
  CONE                                    |                             |                             |
1060 652.35                  80.000  M2   |     119.00000        9520.00|     100.00000        8000.00|     135.00000       10800.00
  CONSTRUCTION SIGNS                      |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 7
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 001094             |(   3  ) 000403
                                          |R J GRONDIN & SONS, INC.     |K & K EXCAVATION, INC.       |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1070 652.361                120.000  LS   |   15000.00000       15000.00|   35000.00000       35000.00|   12500.00000       12500.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
1080 652.38                3500.000  HR   |      29.00000      101500.00|      17.50000       61250.00|      19.00000       66500.00
  FLAGGER                                 |                             |                             |
1090 652.381                450.000  HR   |      60.00000       27000.00|      70.00000       31500.00|      60.00000       27000.00
  UNIFORM TRAFFIC OFFICERS                |                             |                             |
1100 652.41                   4.000  EA   |    8250.00000       33000.00|   11550.00000       46200.00|   14000.00000       56000.00
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                             |                             |
1110 656.75                          LUMP |    7000.00000        7000.00|   25000.00000       25000.00|   12500.00000       12500.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
1120 657.24                  79.000  UN   |       4.00000         316.00|      18.75000        1481.25|      15.00000        1185.00
  SEEDING PITS                            |                             |                             |
1130 658.20                 400.000  M2   |      14.00000        5600.00|      14.00000        5600.00|      16.00000        6400.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
1140 659.10                          LUMP |  384000.00000      384000.00|  318050.00000      318050.00|  391500.00000      391500.00
  MOBILIZATION                            |                             |                             |
1150 660.21                2000.000  HR   |       1.00000        2000.00|       1.00000        2000.00|       1.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                             |                             |
1160 801.16                 365.000  M    |     245.00000       89425.00|     165.00000       60225.00|     165.00000       60225.00
  150 MM PVC SANITARY SEWER               |                             |                             |
1170 803.01                  12.000  EA   |     550.00000        6600.00|     350.00000        4200.00|     300.00000        3600.00
  TEST PITS                               |                             |                             |
1180 812.162                 30.000  EA   |     525.00000       15750.00|     550.00000       16500.00|     420.00000       12600.00
  ADJUST SEWER MANHOLE TO GRADE           |                             |                             |
1190 822.3412                 7.000  M    |     475.00000        3325.00|     275.00000        1925.00|     420.00000        2940.00
  200 MM PVC WATER MAIN                   |                             |                             |
1200 822.351                  7.000  M    |     290.00000        2030.00|     275.00000        1925.00|     600.00000        4200.00
  250 MM PVC WATER MAIN                   |                             |                             |
1210 822.3621                        LUMP |    9500.00000        9500.00|    5500.00000        5500.00|    4400.00000        4400.00
  INSULATED FORCE MAIN IN CASING          |                             |                             |
1220 822.3651              1100.000  M    |     265.00000      291500.00|     230.00000      253000.00|     274.00000      301400.00
  300 MM PVC WATER MAIN                   |                             |                             |
1230 823.31                   5.000  EA   |    2375.00000       11875.00|    2500.00000       12500.00|    4650.00000       23250.00
  300 MM GATE VALVE                       |                             |                             |
1240 823.310                  2.000  EA   |   11580.00000       23160.00|    9000.00000       18000.00|   10500.00000       21000.00
  300 MM INSERTABLE GATE VALVE            |                             |                             |
1250 823.3211                 1.000  EA   |   11580.00000       11580.00|    9000.00000        9000.00|   10500.00000       10500.00
  250 MM INSERTABLE GATE VALVE            |                             |                             |
1260 823.3212                 1.000  EA   |    3020.00000        3020.00|    2500.00000        2500.00|    1500.00000        1500.00
  250 MM MJ GATE VALVE                    |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 8
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000079              |(   2   ) 001094             |(   3  ) 000403
                                          |R J GRONDIN & SONS, INC.     |K & K EXCAVATION, INC.       |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1270 823.325                  1.000  EA   |    2630.00000        2630.00|    2000.00000        2000.00|    1100.00000        1100.00
  200 MM GATE VALVE (MJ)                  |                             |                             |
1280 823.3254                 1.000  EA   |    5645.00000        5645.00|    4000.00000        4000.00|    3600.00000        3600.00
  200 MM INSERTION VALVE                  |                             |                             |
1290 823.331                  1.000  EA   |    2504.00000        2504.00|    1500.00000        1500.00|     770.00000         770.00
  150 MM GATE VALVE                       |                             |                             |
1300 823.341                  2.000  EA   |     575.00000        1150.00|     500.00000        1000.00|    1800.00000        3600.00
  AIR RELEASE VALVE                       |                             |                             |
1310 824.30                   5.000  EA   |    3160.00000       15800.00|    3700.00000       18500.00|    3300.00000       16500.00
  FIRE HYDRANTS                           |                             |                             |
1320 825.51                   2.000  EA   |    3575.00000        7150.00|    3000.00000        6000.00|    4200.00000        8400.00
  250 MM WATER SERVICE - RECONNECT        |                             |                             |
1330 825.52                   1.000  EA   |    4500.00000        4500.00|    3000.00000        3000.00|    3900.00000        3900.00
  200 MM WATER SERVICE - RECONNECT        |                             |                             |
1340 825.53                  10.000  EA   |    4500.00000       45000.00|    3000.00000       30000.00|    2500.00000       25000.00
  150 MM WATER SERVICE - RECONNECT        |                             |                             |
1350 825.54                   1.000  EA   |    1875.00000        1875.00|    3000.00000        3000.00|    3000.00000        3000.00
  100 MM WATER SERVICE - RECONNECT        |                             |                             |
1360 825.55                   3.000  EA   |    1835.00000        5505.00|    3000.00000        9000.00|    1700.00000        5100.00
  50 MM WATER SERVICE - RECONNECT         |                             |                             |
1370 825.56                   3.000  EA   |    2100.00000        6300.00|    3000.00000        9000.00|    1600.00000        4800.00
  40 MM WATER SERVICE - RECONNECT         |                             |                             |
1380 825.57                   3.000  EA   |    1200.00000        3600.00|    3000.00000        9000.00|    1500.00000        4500.00
  25 MM WATER SERVICE - RECONNECT         |                             |                             |
1390 827.10                 500.000  M3   |      12.00000        6000.00|      50.00000       25000.00|      18.00000        9000.00
  BELOW GRADE BACKFILL - PIPE             |                             |                             |
1400 827.302                115.000  M3   |      14.00000        1610.00|      30.00000        3450.00|      35.00000        4025.00
  UNSUITABLE MATERIAL EXCAVATION BELOW    |                             |                             |
  TRENCH GRADE - GRAVEL BEDDING MATERIAL  |                             |                             |
1410 827.304                 15.000  M3   |     100.00000        1500.00|     300.00000        4500.00|     190.00000        2850.00
  TRENCH ROCK EXCAVATION                  |                             |                             |
     SECTION TOTALS                       |           $     3,846,213.20|           $     4,293,704.20|           $     4,414,518.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     3,846,213.20|           $     4,293,704.20|           $     4,414,518.00
====================================================================================================================================
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 9
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855              |(       )                    |(      )
                                          |BRIDGECORP                   |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                             |                             |
0010 201.23                   4.000  EA   |     770.00000        3080.00|                             |
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0020 201.24                   5.000  EA   |     577.50000        2887.50|                             |
  REMOVING STUMP                          |                             |                             |
0030 202.15                   8.000  EA   |     577.50000        4620.00|                             |
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0040 202.202               6650.000  M2   |       4.08000       27132.00|                             |
  REMOVING PAVEMENT SURFACE               |                             |                             |
0050 202.203                730.000  M2   |      31.39000       22914.70|                             |
  PAVEMENT BUTT JOINTS                    |                             |                             |
0060 203.2001             12200.000  M3   |      14.32000      174704.00|                             |
  COMMON EXCAVATION - PLAN QUANTITY       |                             |                             |
0070 203.2312                        LUMP |   13084.99000       13084.99|                             |
  HEALTH AND SAFETY PLAN                  |                             |                             |
0080 203.2333                50.000  MG   |     173.25000        8662.50|                             |
  DISPOSAL OF SPECIAL EXCAVATION          |                             |                             |
0090 203.25                 215.000  M3   |      40.81000        8774.15|                             |
  GRANULAR BORROW                         |                             |                             |
0100 206.061                125.000  M3   |      82.20000       10275.00|                             |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0110 304.104              11800.000  M3   |      35.24000      415832.00|                             |
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                             |                             |
  QUANTITY)                               |                             |                             |
0120 403.207               6200.000  MG   |      71.88000      445656.00|                             |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                             |                             |
0130 403.208               3650.000  MG   |      68.92000      251558.00|                             |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                             |                             |
0140 403.209               1150.000  MG   |     112.74000      129651.00|                             |
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0150 403.211                560.000  MG   |      81.90000       45864.00|                             |
  HOT MIX ASPHALT (SHIM)                  |                             |                             |
0160 409.15                5900.000  L    |       2.78000       16402.00|                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0170 602.303                         LUMP |   12284.00000       12284.00|                             |
  FLOWABLE CONCRETE FILL                  |                             |                             |
0180 603.155                 34.000  M    |     387.52000       13175.68|                             |
  300 MM RCP CLASS III                    |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 10
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855              |(       )                    |(      )
                                          |BRIDGECORP                   |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 603.159                232.000  M    |     122.40000       28396.80|                             |
  300 MM CULVERT PIPE OPTION III          |                             |                             |
0200 603.169                  5.000  M    |     113.77000         568.85|                             |
  375 MM CULVERT PIPE OPTION III          |                             |                             |
0210 603.175                 35.000  M    |     437.92000       15327.20|                             |
  450 MM RCP CLASS III                    |                             |                             |
0220 603.179                205.000  M    |     117.44000       24075.20|                             |
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0230 603.195                 74.000  M    |     265.33000       19634.42|                             |
  600 MM RCP CLASS III                    |                             |                             |
0240 603.205                  7.000  M    |     634.53000        4441.71|                             |
  750 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0250 603.209                 22.000  M    |     243.64000        5360.08|                             |
  750 MM CULVERT PIPE OPTION III          |                             |                             |
0260 603.215                 80.000  M    |     312.51000       25000.80|                             |
  900 MM REINFORCED CONCRETE PIPE CLASS   |                             |                             |
  III                                     |                             |                             |
0270 603.235                 96.000  M    |     481.42000       46216.32|                             |
  1200 MM REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  III                                     |                             |                             |
0280 603.275                 82.000  M    |     715.91000       58704.62|                             |
  1800 MM RCP CLASS III                   |                             |                             |
0290 603.76                   2.000  EA   |     433.12000         866.24|                             |
  300 MM INLET GRATE UNIT                 |                             |                             |
0300 604.072                 36.000  EA   |    3477.14000      125177.04|                             |
  CATCH BASIN TYPE A1-C                   |                             |                             |
0310 604.076                  3.000  EA   |    4786.00000       14358.00|                             |
  1500 MM CATCH BASIN TYPE A1-C           |                             |                             |
0320 604.092                  4.000  EA   |    3241.70000       12966.80|                             |
  CATCH BASIN TYPE B1-C                   |                             |                             |
0330 604.096                  2.000  EA   |    4559.23000        9118.46|                             |
  1500 MM CATCH BASIN TYPE B1-C           |                             |                             |
0340 604.15                  14.000  EA   |    2775.59000       38858.26|                             |
  MANHOLE                                 |                             |                             |
0350 604.153                  3.000  EA   |    3555.04000       10665.12|                             |
  1500 MM MANHOLE                         |                             |                             |
0360 604.1552                 1.000  EA   |   27680.86000       27680.86|                             |
  PRECAST CONCRETE TANK                   |                             |                             |
0370 604.156                  2.000  EA   |    7733.82000       15467.64|                             |
  2400 MM MANHOLE                         |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 11
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855              |(       )                    |(      )
                                          |BRIDGECORP                   |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 604.16                   3.000  EA   |     790.08000        2370.24|                             |
  ALTERING CATCH BASIN TO MANHOLES        |                             |                             |
0390 604.17                   1.000  EA   |     831.66000         831.66|                             |
  ALTERING MANHOLES TO CATCH BASINS       |                             |                             |
0400 604.171                  1.000  EA   |    1424.25000        1424.25|                             |
  ALTER MANHOLE                           |                             |                             |
0410 604.18                   8.000  EA   |     489.78000        3918.24|                             |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                             |                             |
  GRADE                                   |                             |                             |
0420 604.182                  2.000  EA   |     404.25000         808.50|                             |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                             |                             |
0430 604.2403                 8.000  EA   |    1723.09000       13784.72|                             |
  CATCH BASIN INLET ASSEMBLY              |                             |                             |
0440 604.248                  1.000  EA   |    2513.22000        2513.22|                             |
  CATCH BASIN TYPE F6                     |                             |                             |
0450 604.252                  3.000  EA   |    2973.37000        8920.11|                             |
  CATCH BASIN TYPE A5-C                   |                             |                             |
0460 605.09                 290.000  M    |     131.69000       38190.10|                             |
  150 MM UNDERDRAIN TYPE B                |                             |                             |
0470 605.11                 720.000  M    |     148.96000      107251.20|                             |
  300 MM UNDERDRAIN TYPE C                |                             |                             |
0480 605.13                 210.000  M    |     176.80000       37128.00|                             |
  450 MM UNDERDRAIN TYPE C                |                             |                             |
0490 605.15                 110.000  M    |     206.78000       22745.80|                             |
  600 MM UNDERDRAIN TYPE C                |                             |                             |
0500 605.17                  57.000  M    |     279.58000       15936.06|                             |
  750 MM UNDERDRAIN TYPE C                |                             |                             |
0510 608.253                 59.000  M2   |     550.00000       32450.00|                             |
  MASONRY PAVER WITH TRUNCATED DOME       |                             |                             |
0520 609.11                2100.000  M    |      75.77000      159117.00|                             |
  VERTICAL CURB TYPE 1                    |                             |                             |
0530 609.12                 240.000  M    |     103.53000       24847.20|                             |
  VERTICAL CURB TYPE 1 - CIRCULAR         |                             |                             |
0540 609.234                 90.000  EA   |     104.35000        9391.50|                             |
  TERMINAL CURB TYPE 1 - 1.2 METER        |                             |                             |
0550 609.237                  8.000  EA   |     188.04000        1504.32|                             |
  TERMINAL CURB TYPE 1 - 2.1 METER        |                             |                             |
0560 609.2371                55.000  EA   |     236.26000       12994.30|                             |
  TERMINAL CURB TYPE 1- 2.1M - CIRCULAR   |                             |                             |
0570 609.31                 150.000  M    |      29.05000        4357.50|                             |
  CURB TYPE 3                             |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 12
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855              |(       )                    |(      )
                                          |BRIDGECORP                   |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0580 609.34                 320.000  M    |      74.22000       23750.40|                             |
  CURB TYPE 5                             |                             |                             |
0590 609.35                  29.000  M    |     238.04000        6903.16|                             |
  CURB TYPE 5 - CIRCULAR                  |                             |                             |
0600 609.40                  14.000  M    |      39.57000         553.98|                             |
  RESET CURB TYPE 5                       |                             |                             |
0610 609.441                400.000  M    |      48.42000       19368.00|                             |
  CURBING REMOVED AND STACKED             |                             |                             |
0620 610.08                 300.000  M3   |      64.35000       19305.00|                             |
  PLAIN RIPRAP                            |                             |                             |
0630 615.07                 630.000  M3   |      71.79000       45227.70|                             |
  LOAM                                    |                             |                             |
0640 618.1301                43.000  UN   |      20.62000         886.66|                             |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0650 618.1401                40.000  UN   |      20.62000         824.80|                             |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0660 619.1201               190.000  UN   |      13.20000        2508.00|                             |
  MULCH - PLAN QUANTITY                   |                             |                             |
0670 620.58                 830.000  M2   |       1.31000        1087.30|                             |
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0680 623.09                   6.000  EA   |    1732.50000       10395.00|                             |
  REMOVE AND RESET MONUMENT               |                             |                             |
0690 626.11                   7.000  EA   |     247.50000        1732.50|                             |
  PRECAST CONCRETE JUNCTION BOX:___       |                             |                             |
0700 626.22                 190.000  M    |      34.10000        6479.00|                             |
  NON-METALLIC CONDUIT                    |                             |                             |
0710 626.31                   4.000  EA   |     522.50000        2090.00|                             |
  450 MM FOUNDATION                       |                             |                             |
0720 626.34                  16.000  EA   |    1622.50000       25960.00|                             |
  SIGNAL POLE FOUNDATION                  |                             |                             |
0730 627.18                 660.000  M    |       1.65000        1089.00|                             |
  300 MM SOLID WHITE PAVEMENT MARK LINE   |                             |                             |
0740 627.711               1550.000  M    |       0.55000         852.50|                             |
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0750 627.75                 150.000  M2   |      23.65000        3547.50|                             |
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0760 627.76                          LUMP |    7767.36000        7767.36|                             |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                             |                             |
  OR YELLOW                               |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 13
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855              |(       )                    |(      )
                                          |BRIDGECORP                   |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0770 627.77                 450.000  M2   |      17.76000        7992.00|                             |
  REMOVING PAVEMENT MARKINGS              |                             |                             |
0780 629.05                 100.000  HR   |      51.97000        5197.00|                             |
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0790 631.10                  20.000  HR   |      69.30000        1386.00|                             |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0800 631.11                  20.000  HR   |      69.30000        1386.00|                             |
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0810 631.12                  50.000  HR   |     155.92000        7796.00|                             |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0820 631.14                  25.000  HR   |     155.92000        3898.00|                             |
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0830 631.15                  25.000  HR   |      86.62000        2165.50|                             |
  ROLLER, EARTH AND BASE COURSE           |                             |                             |
  (INCLUDING OPERATOR)                    |                             |                             |
0840 631.172                 50.000  HR   |      75.07000        3753.50|                             |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0850 631.20                  24.000  HR   |     288.75000        6930.00|                             |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                             |                             |
0860 631.21                  25.000  HR   |     115.50000        2887.50|                             |
  ROAD BROOM (INCLUDING OPERATORS AND     |                             |                             |
  HAULER)                                 |                             |                             |
0870 631.22                  24.000  HR   |     144.37000        3464.88|                             |
  FRONT END LOADER (INCLUDING OPERATOR)   |                             |                             |
0880 631.32                  24.000  HR   |     346.50000        8316.00|                             |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0890 639.18                   1.000  EA   |   19704.27000       19704.27|                             |
  FIELD OFFICE TYPE A                     |                             |                             |
0900 643.71                          LUMP |   23183.60000       23183.60|                             |
  TRAFFIC SIGNAL MODIFICATION AT WESTERN  |                             |                             |
  AVE W/ GORHAM RD.                       |                             |                             |
0910 643.71                          LUMP |   34086.80000       34086.80|                             |
  TRAFFIC SIGNAL MODIFICATION AT WESTERN  |                             |                             |
  AVE. W/ FODEN RD.                       |                             |                             |
0920 643.86                  10.000  EA   |     550.00000        5500.00|                             |
  TRAFFIC SIGNAL LOOP DETECTORS           |                             |                             |
0930 643.91                   4.000  EA   |    7260.00000       29040.00|                             |
  MAST ARM POLE                           |                             |                             |
0940 643.92                   3.000  EA   |     522.50000        1567.50|                             |
  PEDESTAL POLE                           |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 14
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855              |(       )                    |(      )
                                          |BRIDGECORP                   |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0950 643.93                  12.000  EA   |    4427.50000       53130.00|                             |
  STRAIN POLE                             |                             |                             |
0960 645.106                 42.000  EA   |      55.00000        2310.00|                             |
  DEMOUNT REGULATORY, WARNING,            |                             |                             |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                             |                             |
  SIGN                                    |                             |                             |
0970 645.108                 30.000  EA   |      55.00000        1650.00|                             |
  DEMOUNT POLE                            |                             |                             |
0980 645.116                 37.000  EA   |     179.02000        6623.74|                             |
  REINSTALL REGULATORY, WARNING,          |                             |                             |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                             |                             |
  SIGN                                    |                             |                             |
0990 645.1201                        LUMP |  119845.00000      119845.00|                             |
  SIGNAL TRUSS                            |                             |                             |
1000 645.280                  1.000  EA   |      99.00000          99.00|                             |
  WOOD POST                               |                             |                             |
1010 645.292                 44.000  M2   |     295.90000       13019.60|                             |
  REGULATORY, WARNING, CONFIRMATION AND   |                             |                             |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                             |                             |
1020 645.300                 24.000  EA   |      42.48000        1019.52|                             |
  U-CHANNEL POST                          |                             |                             |
1030 652.31                  50.000  EA   |     115.50000        5775.00|                             |
  TYPE I BARRICADE                        |                             |                             |
1040 652.33                 200.000  EA   |      55.00000       11000.00|                             |
  DRUM                                    |                             |                             |
1050 652.34                 100.000  EA   |      18.61000        1861.00|                             |
  CONE                                    |                             |                             |
1060 652.35                  80.000  M2   |     152.55000       12204.00|                             |
  CONSTRUCTION SIGNS                      |                             |                             |
1070 652.361                120.000  LS   |  177838.34000      177838.34|                             |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
1080 652.38                3500.000  HR   |      17.05000       59675.00|                             |
  FLAGGER                                 |                             |                             |
1090 652.381                450.000  HR   |      49.11000       22099.50|                             |
  UNIFORM TRAFFIC OFFICERS                |                             |                             |
1100 652.41                   4.000  EA   |   10291.04000       41164.16|                             |
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                             |                             |
1110 656.75                          LUMP |   25843.09000       25843.09|                             |
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
1120 657.24                  79.000  UN   |      20.62000        1628.98|                             |
  SEEDING PITS                            |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 15
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855              |(       )                    |(      )
                                          |BRIDGECORP                   |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1130 658.20                 400.000  M2   |      15.40000        6160.00|                             |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
1140 659.10                          LUMP |  551000.00000      551000.00|                             |
  MOBILIZATION                            |                             |                             |
1150 660.21                2000.000  HR   |       1.15000        2300.00|                             |
  ON-THE-JOB TRAINING (BID)               |                             |                             |
1160 801.16                 365.000  M    |     174.26000       63604.90|                             |
  150 MM PVC SANITARY SEWER               |                             |                             |
1170 803.01                  12.000  EA   |    1048.61000       12583.32|                             |
  TEST PITS                               |                             |                             |
1180 812.162                 30.000  EA   |     520.52000       15615.60|                             |
  ADJUST SEWER MANHOLE TO GRADE           |                             |                             |
1190 822.3412                 7.000  M    |    1044.61000        7312.27|                             |
  200 MM PVC WATER MAIN                   |                             |                             |
1200 822.351                  7.000  M    |    1329.08000        9303.56|                             |
  250 MM PVC WATER MAIN                   |                             |                             |
1210 822.3621                        LUMP |    8136.00000        8136.00|                             |
  INSULATED FORCE MAIN IN CASING          |                             |                             |
1220 822.3651              1100.000  M    |     285.10000      313610.00|                             |
  300 MM PVC WATER MAIN                   |                             |                             |
1230 823.31                   5.000  EA   |    3938.21000       19691.05|                             |
  300 MM GATE VALVE                       |                             |                             |
1240 823.310                  2.000  EA   |   12538.23000       25076.46|                             |
  300 MM INSERTABLE GATE VALVE            |                             |                             |
1250 823.3211                 1.000  EA   |   12589.88000       12589.88|                             |
  250 MM INSERTABLE GATE VALVE            |                             |                             |
1260 823.3212                 1.000  EA   |    3422.20000        3422.20|                             |
  250 MM MJ GATE VALVE                    |                             |                             |
1270 823.325                  1.000  EA   |    2217.93000        2217.93|                             |
  200 MM GATE VALVE (MJ)                  |                             |                             |
1280 823.3254                 1.000  EA   |    8049.91000        8049.91|                             |
  200 MM INSERTION VALVE                  |                             |                             |
1290 823.331                  1.000  EA   |    2474.34000        2474.34|                             |
  150 MM GATE VALVE                       |                             |                             |
1300 823.341                  2.000  EA   |     840.89000        1681.78|                             |
  AIR RELEASE VALVE                       |                             |                             |
1310 824.30                   5.000  EA   |    4689.14000       23445.70|                             |
  FIRE HYDRANTS                           |                             |                             |
1320 825.51                   2.000  EA   |    3299.77000        6599.54|                             |
  250 MM WATER SERVICE - RECONNECT        |                             |                             |
1330 825.52                   1.000  EA   |    3633.75000        3633.75|                             |
  200 MM WATER SERVICE - RECONNECT        |                             |                             |
     LETTING DATE : 09/20/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/20/06
                                                                                                                   PAGE : 16
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008822.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855              |(       )                    |(      )
                                          |BRIDGECORP                   |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1340 825.53                  10.000  EA   |    3810.18000       38101.80|                             |
  150 MM WATER SERVICE - RECONNECT        |                             |                             |
1350 825.54                   1.000  EA   |    3002.22000        3002.22|                             |
  100 MM WATER SERVICE - RECONNECT        |                             |                             |
1360 825.55                   3.000  EA   |    1782.84000        5348.52|                             |
  50 MM WATER SERVICE - RECONNECT         |                             |                             |
1370 825.56                   3.000  EA   |    1782.84000        5348.52|                             |
  40 MM WATER SERVICE - RECONNECT         |                             |                             |
1380 825.57                   3.000  EA   |    1575.59000        4726.77|                             |
  25 MM WATER SERVICE - RECONNECT         |                             |                             |
1390 827.10                 500.000  M3   |      47.23000       23615.00|                             |
  BELOW GRADE BACKFILL - PIPE             |                             |                             |
1400 827.302                115.000  M3   |      74.06000        8516.90|                             |
  UNSUITABLE MATERIAL EXCAVATION BELOW    |                             |                             |
  TRENCH GRADE - GRAVEL BEDDING MATERIAL  |                             |                             |
1410 827.304                 15.000  M3   |     264.37000        3965.55|                             |
  TRENCH ROCK EXCAVATION                  |                             |                             |
     SECTION TOTALS                       |           $     4,686,427.67|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     4,686,427.67|           $             0.00|           $
====================================================================================================================================