Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10                                     COMPLETION DATE : 09/26/03
                                                          =========
   PROJECT(S):  STP-5974(10)X           COUNTIE(S) : PENOBSCOT                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY IMPROVEMENTS                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000855         BRIDGECORP                                                             $  2,129,645.00     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $  2,415,003.90     113.3994%
   3   000649         SARGENT & SARGENT, INC.                                                $  2,475,681.00     116.2485%
   4   000022         THE LANE CONSTRUCTION CORP.                                            $  2,574,901.18     120.9075%
====================================================================================================================================
                                          |(   1  ) 000855             |(   2  ) 000164             |(   3  ) 000649
                                          |BRIDGECORP                  |C P M CONSTRUCTORS          |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                   11.000  EA  |     250.00000       2750.00|     600.00000       6600.00|     250.00000        2750.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                   21.000  EA  |     150.00000       3150.00|     175.00000       3675.00|     100.00000        2100.00
  REMOVING STUMP                          |                            |                            |
0040 202.203                  75.000  M2  |      13.00000        975.00|      14.00000       1050.00|      20.00000        1500.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                 6900.000  M3  |      12.00000      82800.00|       9.00000      62100.00|      16.00000      110400.00
  COMMON EXCAVATION                       |                            |                            |
0070 203.25                  200.000  M3  |      20.00000       4000.00|      28.00000       5600.00|      18.00000        3600.00
  GRANULAR BORROW                         |                            |                            |
0080 206.061                 100.000  M3  |      25.00000       2500.00|      40.00000       4000.00|      30.00000        3000.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0090 304.10                10100.000  M3  |      20.00000     202000.00|      21.00000     212100.00|      18.50000      186850.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0100 307.331               12000.000  M2  |       2.50000      30000.00|       2.50000      30000.00|       1.00000       12000.00
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
0110 403.207                1700.000  MG  |      35.00000      59500.00|      34.20000      58140.00|      36.00000       61200.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0120 403.208                1900.000  MG  |      35.00000      66500.00|      34.20000      64980.00|      38.00000       72200.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000855             |(   2   ) 000164            |(   3  ) 000649
                                          |BRIDGECORP                  |C P M CONSTRUCTORS          |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 403.209                 390.000  MG  |     125.00000      48750.00|      85.00000      33150.00|      90.00000       35100.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0140 403.213                 320.000  MG  |      35.00000      11200.00|      34.20000      10944.00|      36.00000       11520.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0150 409.15                   28.000  L   |       1.50000         42.00|       1.25000         35.00|       6.00000         168.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 534.71                    1.000  LS  |   25000.00000      25000.00|   33000.00000      33000.00|   25000.00000       25000.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0170 603.159                  35.000  M   |     140.00000       4900.00|     120.00000       4200.00|      80.00000        2800.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.16                    9.000  M   |      50.00000        450.00|     125.00000       1125.00|      72.00000         648.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.169                  61.000  M   |     150.00000       9150.00|     125.00000       7625.00|      86.00000        5246.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.17                   37.000  M   |      60.00000       2220.00|     135.00000       4995.00|      92.00000        3404.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.19                   32.000  M   |      70.00000       2240.00|     140.00000       4480.00|     100.00000        3200.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.199                  98.000  M   |     125.00000      12250.00|     180.00000      17640.00|     120.00000       11760.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.209                   3.000  M   |     200.00000        600.00|     230.00000        690.00|     175.00000         525.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.219                  16.000  M   |     350.00000       5600.00|     310.00000       4960.00|     200.00000        3200.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.229                  32.000  M   |     240.00000       7680.00|     460.00000      14720.00|     300.00000        9600.00
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0270 603.239                  50.000  M   |     700.00000      35000.00|     710.00000      35500.00|     450.00000       22500.00
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0290 603.77                    1.000  EA  |     200.00000        200.00|     250.00000        250.00|     400.00000         400.00
  375 MM INLET GRATE UNIT                 |                            |                            |
0310 603.80                    1.000  EA  |     300.00000        300.00|     350.00000        350.00|     600.00000         600.00
  600 MM INLET GRATE UNIT                 |                            |                            |
0320 604.092                  14.000  EA  |    2200.00000      30800.00|    2200.00000      30800.00|    2000.00000       28000.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0330 604.096                   5.000  EA  |    2700.00000      13500.00|    3000.00000      15000.00|    2400.00000       12000.00
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0340 604.097                   3.000  EA  |    3300.00000       9900.00|    3600.00000      10800.00|    3000.00000        9000.00
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0350 604.244                   3.000  EA  |    1100.00000       3300.00|    1100.00000       3300.00|    1600.00000        4800.00
  CATCH BASIN TYPE F4                     |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000855             |(   2   ) 000164            |(   3  ) 000649
                                          |BRIDGECORP                  |C P M CONSTRUCTORS          |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 604.246                   2.000  EA  |    1200.00000       2400.00|    1200.00000       2400.00|    2000.00000        4000.00
  CATCH BASIN TYPE F5                     |                            |                            |
0370 604.248                   1.000  EA  |    1300.00000       1300.00|    1300.00000       1300.00|    2400.00000        2400.00
  CATCH BASIN TYPE F6                     |                            |                            |
0380 604.262                   2.000  EA  |    2200.00000       4400.00|    2100.00000       4200.00|    2400.00000        4800.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0390 605.09                 1200.000  M   |      45.00000      54000.00|      80.00000      96000.00|      60.00000       72000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0400 605.10                   32.000  M   |      55.00000       1760.00|      85.00000       2720.00|      80.00000        2560.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0410 605.11                  268.000  M   |      70.00000      18760.00|      95.00000      25460.00|     100.00000       26800.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0420 605.12                   47.000  M   |      80.00000       3760.00|     135.00000       6345.00|     120.00000        5640.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0430 605.13                   33.000  M   |      90.00000       2970.00|     145.00000       4785.00|     140.00000        4620.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0440 605.15                  412.000  M   |     110.00000      45320.00|     155.00000      63860.00|     160.00000       65920.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0450 605.17                   64.000  M   |     120.00000       7680.00|     185.00000      11840.00|     200.00000       12800.00
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0460 606.17                  250.000  M   |      35.00000       8750.00|      29.50000       7375.00|      46.00000       11500.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0470 606.21                   16.000  M   |      45.00000        720.00|      39.50000        632.00|      49.00000         784.00
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0480 606.265                   2.000  EA  |      40.00000         80.00|      35.00000         70.00|      50.00000         100.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0482 606.35                   18.000  EA  |      30.00000        540.00|      25.00000        450.00|      30.00000         540.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0490 606.47                   50.000  EA  |      30.00000       1500.00|      25.00000       1250.00|      35.00000        1750.00
  SINGLE WOOD POST                        |                            |                            |
0500 606.76                    6.000  EA  |    1500.00000       9000.00|    1200.00000       7200.00|    1500.00000        9000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0510 609.31                 1500.000  M   |      22.00000      33000.00|      15.50000      23250.00|      10.00000       15000.00
  CURB TYPE 3                             |                            |                            |
0520 610.08                  125.000  M3  |      65.00000       8125.00|      60.00000       7500.00|      48.00000        6000.00
  PLAIN RIPRAP                            |                            |                            |
0530 612.06                  470.000  M2  |       3.50000       1645.00|       2.95000       1386.50|       4.00000        1880.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0540 615.07                  810.000  M3  |      22.00000      17820.00|      50.00000      40500.00|      30.00000       24300.00
  LOAM                                    |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000855             |(   2   ) 000164            |(   3  ) 000649
                                          |BRIDGECORP                  |C P M CONSTRUCTORS          |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0550 618.1301                 63.000  UN  |      19.00000       1197.00|      22.00000       1386.00|      15.00000         945.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0560 618.1401                 15.000  UN  |      17.00000        255.00|      22.00000        330.00|      15.00000         225.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0570 618.1411                 21.000  UN  |      16.00000        336.00|      43.00000        903.00|      25.00000         525.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0580 618.15                   37.000  KG  |      25.00000        925.00|       2.20000         81.40|       3.00000         111.00
  TEMPORARY SEEDING                       |                            |                            |
0590 619.1201                210.000  UN  |       9.00000       1890.00|       7.00000       1470.00|       8.00000        1680.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0600 620.58                  320.000  M2  |       3.00000        960.00|       2.50000        800.00|       5.00000        1600.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0602 622.09                   60.000  M   |       1.00000         60.00|     100.00000       6000.00|     100.00000        6000.00
  TRANSPLANTING HEDGE                     |                            |                            |
0610 627.71                 3000.000  M   |       0.45000       1350.00|       0.30000        900.00|       0.50000        1500.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0620 627.73                 1500.000  M   |       0.90000       1350.00|       0.60000        900.00|       1.00000        1500.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0630 627.78                 8800.000  M   |       0.90000       7920.00|       0.30000       2640.00|       1.00000        8800.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0640 629.05                   30.000  MH  |      20.00000        600.00|      30.00000        900.00|      24.00000         720.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0650 631.12                   12.000  HR  |      95.00000       1140.00|      85.00000       1020.00|      90.00000        1080.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0660 631.172                  20.000  HR  |      45.00000        900.00|      45.00000        900.00|      50.00000        1000.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0670 631.20                   70.000  HR  |      75.00000       5250.00|     125.00000       8750.00|      30.00000        2100.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0680 631.36                   10.000  MH  |      40.00000        400.00|      45.00000        450.00|      30.00000         300.00
  FOREMAN                                 |                            |                            |
0690 637.071                          LUMP|    5000.00000       5000.00|   15000.00000      15000.00|   20000.00000       20000.00
  DUST CONTROL                            |                            |                            |
0700 639.18                    1.000  EA  |    9000.00000       9000.00|   10000.00000      10000.00|   15000.00000       15000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0710 652.31                   20.000  EA  |      30.00000        600.00|      50.00000       1000.00|      30.00000         600.00
  TYPE I BARRICADE                        |                            |                            |
0720 652.311                  20.000  EA  |      35.00000        700.00|      55.00000       1100.00|      30.00000         600.00
  TYPE II BARRICADE                       |                            |                            |
0730 652.33                   60.000  EA  |      65.00000       3900.00|      55.00000       3300.00|      30.00000        1800.00
  DRUM                                    |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 5
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000855             |(   2   ) 000164            |(   3  ) 000649
                                          |BRIDGECORP                  |C P M CONSTRUCTORS          |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0740 652.34                  100.000  EA  |      20.00000       2000.00|      25.00000       2500.00|      12.00000        1200.00
  CONE                                    |                            |                            |
0750 652.35                   80.000  M2  |      50.00000       4000.00|     100.00000       8000.00|      60.00000        4800.00
  CONSTRUCTION SIGNS                      |                            |                            |
0760 652.361                 160.000  LS  |   20000.00000      20000.00|   15000.00000      15000.00|   25000.00000       25000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0770 652.38                 3000.000  MH  |      13.00000      39000.00|      11.45000      34350.00|      15.00000       45000.00
  FLAGGER                                 |                            |                            |
0780 656.75                           LUMP|    4000.00000       4000.00|   20000.00000      20000.00|   15000.00000       15000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0800 658.20                   64.000  M2  |      20.00000       1280.00|      19.00000       1216.00|      20.00000        1280.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0810 659.10                           LUMP|  190000.00000     190000.00|  125000.00000     125000.00|  121600.00000      121600.00
  MOBILIZATION                            |                            |                            |
0820 660.21                 1000.000  MH  |       1.00000       1000.00|       1.00000       1000.00|       2.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,205,800.00|             $  1,255,228.90|              $  1,199,431.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   UTILITY ITEMS
                                          |                            |                            |
0830 403.209                 300.000  MG  |     110.00000      33000.00|      85.00000      25500.00|      85.00000       25500.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL ) ITEM 6                     |                            |                            |
0840 604.092                   1.000  EA  |    2000.00000       2000.00|    2100.00000       2100.00|    2000.00000        2000.00
  CATCH BASIN TYPE B1-C ITEM 35           |                            |                            |
0850 604.161                   1.000  EA  |     400.00000        400.00|    1500.00000       1500.00|     750.00000         750.00
  ALTERING CATCH BASIN ITEM 36            |                            |                            |
0860 656.61                    1.000  EA  |    2800.00000       2800.00|     600.00000        600.00|    2500.00000        2500.00
  CLAY DAM ITEM 5                         |                            |                            |
0870 801.01                           LUMP|  235000.00000     235000.00|  165000.00000     165000.00|  125000.00000      125000.00
  UNDERGROUND PUMP STATION WITH SELF      |                            |                            |
  PRIMING PUMPS ITEM 1                    |                            |                            |
0880 801.06                    2.000  EA  |    1100.00000       2200.00|     900.00000       1800.00|     400.00000         800.00
  VERTICAL SEWER CLEANOUT ITEM 32         |                            |                            |
0890 801.141                 200.000  M   |     136.00000      27200.00|     125.00000      25000.00|     200.00000       40000.00
  100MM PVC SANITARY SEWER (SDR-35)       |                            |                            |
  (OUTSIDE RECONST. LIMITS) ITEM 26       |                            |                            |
0891 801.141                 600.000  M   |     130.00000      78000.00|     125.00000      75000.00|     170.00000      102000.00
  100MM PVC SANITARY SEWER (SDR-35) ITEM  |                            |                            |
  27                                      |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 6
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000855             |(   2   ) 000164            |(   3  ) 000649
                                          |BRIDGECORP                  |C P M CONSTRUCTORS          |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0900 801.16                  200.000  M   |     100.00000      20000.00|     160.00000      32000.00|     215.00000       43000.00
  150 MM PVC SANITARY SEWER (200 MM       |                            |                            |
  GRAVITY) ITEM 29                        |                            |                            |
0901 801.16                  200.000  M   |      90.00000      18000.00|     160.00000      32000.00|     200.00000       40000.00
  150 MM PVC SANITARY SEWER (200 MM       |                            |                            |
  GRAVITY) ITEM 30                        |                            |                            |
0910 801.162                  20.000  M   |      79.00000       1580.00|     130.00000       2600.00|     175.00000        3500.00
  150 MM PVC BUILDING SEWER ITEM 28       |                            |                            |
0920 801.17                  250.000  M   |      95.00000      23750.00|     150.00000      37500.00|     200.00000       50000.00
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
  (OUTSIDE RECONST. LIMITS) ITEM 24       |                            |                            |
0921 801.17                 1400.000  M   |      79.00000     110600.00|     150.00000     210000.00|     170.00000      238000.00
  200 MM PVC SANITARY SEWER (SDR-35) ITEM |                            |                            |
  25                                      |                            |                            |
0930 801.44                  250.000  M   |      11.00000       2750.00|      15.00000       3750.00|      20.00000        5000.00
  SEWER PIPE INSULATION ITEM 37           |                            |                            |
0940 802.11                   12.000  M   |     140.00000       1680.00|     300.00000       3600.00|     175.00000        2100.00
  300 MM STORM DRAIN FOR SEWER SEPARATION |                            |                            |
  ITEM 31                                 |                            |                            |
0950 803.01                   53.000  EA  |     400.00000      21200.00|     300.00000      15900.00|     125.00000        6625.00
  TEST PITS ITEM 2                        |                            |                            |
0960 803.16                   25.000  EA  |    2600.00000      65000.00|    3000.00000      75000.00|    2500.00000       62500.00
  1.2 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
  ITEM 33                                 |                            |                            |
0970 803.1651                  2.000  EA  |    3700.00000       7400.00|    3500.00000       7000.00|    3000.00000        6000.00
  1.5 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
  ITEM 34                                 |                            |                            |
0980 822.34                   50.000  M   |     250.00000      12500.00|     190.00000       9500.00|     200.00000       10000.00
  200 MM CLASS 52 DI PIPE ITEM 8          |                            |                            |
0990 822.36                 1050.000  M   |     108.00000     113400.00|     200.00000     210000.00|     225.00000      236250.00
  300 MM CLASS 52 DI PIPE ITEM 7          |                            |                            |
1000 823.31                   11.000  EA  |    1850.00000      20350.00|    1400.00000      15400.00|    1500.00000       16500.00
  300 MM GATE VALVE ITEM 20               |                            |                            |
1010 823.325                   4.000  EA  |    1100.00000       4400.00|     950.00000       3800.00|    1200.00000        4800.00
  200 MM GATE VALVE ITEM 19               |                            |                            |
1020 823.3256                  3.000  EA  |    4200.00000      12600.00|    6000.00000      18000.00|    2500.00000        7500.00
  LIVE TAP CONNECTIONS (300 MM) ITEM 21   |                            |                            |
1030 823.331                   3.000  EA  |     950.00000       2850.00|     700.00000       2100.00|     900.00000        2700.00
  150 MM GATE VALVE ITEM 18               |                            |                            |
1031 823.34                    8.000  EA  |    1000.00000       8000.00|    1100.00000       8800.00|     750.00000        6000.00
  BLOWOFF VALVE ASSEMBLY ITEM 39          |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 7
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000855             |(   2   ) 000164            |(   3  ) 000649
                                          |BRIDGECORP                  |C P M CONSTRUCTORS          |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1040 824.302                  10.000  M   |     330.00000       3300.00|     200.00000       2000.00|     175.00000        1750.00
  150 MM D.I. HYDRANT WATER SERVICE ITEM  |                            |                            |
1050 825.30                  500.000  M3  |       0.01000          5.00|     130.00000      65000.00|     120.00000       60000.00
  ROCK EXCAVATION FOR SANITARY SEWER ITEM |                            |                            |
  3                                       |                            |                            |
1060 825.311                  48.000  EA  |     110.00000       5280.00|     125.00000       6000.00|     350.00000       16800.00
  19 MM CORPORATION ITEM 14               |                            |                            |
1070 825.312                  64.000  EA  |     250.00000      16000.00|     175.00000      11200.00|     225.00000       14400.00
  19 MM CURB STOP ITEM 15                 |                            |                            |
1080 825.32                    3.000  EA  |     370.00000       1110.00|     225.00000        675.00|     500.00000        1500.00
  50 MM CORPORATION ITEM 16               |                            |                            |
1090 825.322                   4.000  EA  |     430.00000       1720.00|     350.00000       1400.00|     450.00000        1800.00
  50 MM CURB STOP ITEM 17                 |                            |                            |
1100 825.41                  150.000  M   |      72.00000      10800.00|     120.00000      18000.00|     225.00000       33750.00
  19 MM COPPER SERVICE (OUTSIDE RECONST.  |                            |                            |
  LIMITS) ITEM 10                         |                            |                            |
1101 825.41                  460.000  M   |      70.00000      32200.00|     120.00000      55200.00|     200.00000       92000.00
  19 MM COPPER SERVICE ITEM 11            |                            |                            |
1110 825.42                    5.000  M   |      80.00000        400.00|     130.00000        650.00|     235.00000        1175.00
  50 MM COPPER SERVICE (OUTSIDE RECONST.  |                            |                            |
  LIMITS) ITEM 12                         |                            |                            |
1111 825.42                   30.000  M   |      78.00000       2340.00|     130.00000       3900.00|     210.00000        6300.00
  50 MM COPPER SERVICE ITEM 13            |                            |                            |
1120 827.311                  50.000  M3  |      32.00000       1600.00|      40.00000       2000.00|      30.00000        1500.00
  UNSUITABLE SOIL EXCAVATION, REMOVE AND  |                            |                            |
  REFILL- BELOW GRADE ITEM 4              |                            |                            |
1130 830.101                  10.000  M   |    2000.00000      20000.00|     500.00000       5000.00|     250.00000        2500.00
  WATER LINE RELOCATION ITEM 22           |                            |                            |
1140 830.11                    1.000  EA  |     500.00000        500.00|    1100.00000       1100.00|     750.00000         750.00
  WATER SERVICE RELOCATION ITEM 23        |                            |                            |
1141 832.07                           LUMP|     650.00000        650.00|    2000.00000       2000.00|    2000.00000        2000.00
  OWNERS TESTING ALLOWANCE ITEM 38        |                            |                            |
1160 832.08                    2.000  EA  |     640.00000       1280.00|    1100.00000       2200.00|     500.00000        1000.00
  CHLORINE TAP ASSEMBLY ITEM 40           |                            |                            |
     SECTION TOTALS                       |             $    923,845.00|             $  1,159,775.00|              $  1,276,250.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,129,645.00|             $  2,415,003.90|              $  2,475,681.00
====================================================================================================================================
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 8
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                   11.000  EA  |     450.00000       4950.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                   21.000  EA  |     150.00000       3150.00|                            |
  REMOVING STUMP                          |                            |                            |
0040 202.203                  75.000  M2  |      30.00000       2250.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                 6900.000  M3  |      12.75000      87975.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0070 203.25                  200.000  M3  |      24.50000       4900.00|                            |
  GRANULAR BORROW                         |                            |                            |
0080 206.061                 100.000  M3  |      30.00000       3000.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0090 304.10                10100.000  M3  |      20.00000     202000.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0100 307.331               12000.000  M2  |       2.50000      30000.00|                            |
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
0110 403.207                1700.000  MG  |      36.00000      61200.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0120 403.208                1900.000  MG  |      37.80000      71820.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0130 403.209                 390.000  MG  |      85.00000      33150.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0140 403.213                 320.000  MG  |      36.00000      11520.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0150 409.15                   28.000  L   |       6.00000        168.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 534.71                    1.000  LS  |   10000.00000      10000.00|                            |
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0170 603.159                  35.000  M   |     185.00000       6475.00|                            |
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.16                    9.000  M   |      95.00000        855.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.169                  61.000  M   |     230.00000      14030.00|                            |
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.17                   37.000  M   |     105.00000       3885.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 9
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0220 603.19                   32.000  M   |     115.50000       3696.00|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.199                  98.000  M   |     260.00000      25480.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.209                   3.000  M   |     300.00000        900.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.219                  16.000  M   |     330.00000       5280.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.229                  32.000  M   |     350.00000      11200.00|                            |
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0270 603.239                  50.000  M   |     400.00000      20000.00|                            |
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0290 603.77                    1.000  EA  |     215.00000        215.00|                            |
  375 MM INLET GRATE UNIT                 |                            |                            |
0310 603.80                    1.000  EA  |     245.00000        245.00|                            |
  600 MM INLET GRATE UNIT                 |                            |                            |
0320 604.092                  14.000  EA  |    2400.00000      33600.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0330 604.096                   5.000  EA  |    2700.00000      13500.00|                            |
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0340 604.097                   3.000  EA  |    3100.00000       9300.00|                            |
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0350 604.244                   3.000  EA  |     900.00000       2700.00|                            |
  CATCH BASIN TYPE F4                     |                            |                            |
0360 604.246                   2.000  EA  |    1000.00000       2000.00|                            |
  CATCH BASIN TYPE F5                     |                            |                            |
0370 604.248                   1.000  EA  |    1100.00000       1100.00|                            |
  CATCH BASIN TYPE F6                     |                            |                            |
0380 604.262                   2.000  EA  |    2400.00000       4800.00|                            |
  CATCH BASIN TYPE B5-C                   |                            |                            |
0390 605.09                 1200.000  M   |      70.00000      84000.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0400 605.10                   32.000  M   |      70.00000       2240.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0410 605.11                  268.000  M   |      92.00000      24656.00|                            |
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0420 605.12                   47.000  M   |      97.00000       4559.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0430 605.13                   33.000  M   |     115.00000       3795.00|                            |
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0440 605.15                  412.000  M   |     130.00000      53560.00|                            |
  600 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 10
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0450 605.17                   64.000  M   |     150.00000       9600.00|                            |
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0460 606.17                  250.000  M   |      29.52000       7380.00|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0470 606.21                   16.000  M   |      39.38000        630.08|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0480 606.265                   2.000  EA  |      35.00000         70.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0482 606.35                   18.000  EA  |      25.00000        450.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0490 606.47                   50.000  EA  |      25.00000       1250.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0500 606.76                    6.000  EA  |    1200.00000       7200.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0510 609.31                 1500.000  M   |      15.00000      22500.00|                            |
  CURB TYPE 3                             |                            |                            |
0520 610.08                  125.000  M3  |      70.00000       8750.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0530 612.06                  470.000  M2  |       3.00000       1410.00|                            |
  BITUMINOUS SEALING - BLACK              |                            |                            |
0540 615.07                  810.000  M3  |      30.00000      24300.00|                            |
  LOAM                                    |                            |                            |
0550 618.1301                 63.000  UN  |      12.00000        756.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0560 618.1401                 15.000  UN  |      12.00000        180.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0570 618.1411                 21.000  UN  |      21.00000        441.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0580 618.15                   37.000  KG  |       2.30000         85.10|                            |
  TEMPORARY SEEDING                       |                            |                            |
0590 619.1201                210.000  UN  |       7.00000       1470.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0600 620.58                  320.000  M2  |       3.00000        960.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0602 622.09                   60.000  M   |     125.00000       7500.00|                            |
  TRANSPLANTING HEDGE                     |                            |                            |
0610 627.71                 3000.000  M   |       0.39000       1170.00|                            |
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0620 627.73                 1500.000  M   |       0.79000       1185.00|                            |
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 11
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0630 627.78                 8800.000  M   |       0.79000       6952.00|                            |
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0640 629.05                   30.000  MH  |      22.00000        660.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0650 631.12                   12.000  HR  |      90.00000       1080.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0660 631.172                  20.000  HR  |      44.00000        880.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0670 631.20                   70.000  HR  |     120.00000       8400.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0680 631.36                   10.000  MH  |      35.00000        350.00|                            |
  FOREMAN                                 |                            |                            |
0690 637.071                          LUMP|   15000.00000      15000.00|                            |
  DUST CONTROL                            |                            |                            |
0700 639.18                    1.000  EA  |    9000.00000       9000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0710 652.31                   20.000  EA  |      70.00000       1400.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0720 652.311                  20.000  EA  |      70.00000       1400.00|                            |
  TYPE II BARRICADE                       |                            |                            |
0730 652.33                   60.000  EA  |      40.00000       2400.00|                            |
  DRUM                                    |                            |                            |
0740 652.34                  100.000  EA  |      20.00000       2000.00|                            |
  CONE                                    |                            |                            |
0750 652.35                   80.000  M2  |      90.00000       7200.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0760 652.361                 160.000  LS  |   45000.00000      45000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0770 652.38                 3000.000  MH  |      14.00000      42000.00|                            |
  FLAGGER                                 |                            |                            |
0780 656.75                           LUMP|   50000.00000      50000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0800 658.20                   64.000  M2  |      17.70000       1132.80|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0810 659.10                           LUMP|  100000.00000     100000.00|                            |
  MOBILIZATION                            |                            |                            |
0820 660.21                 1000.000  MH  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,251,295.98|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   UTILITY ITEMS
                                          |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 12
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0830 403.209                 300.000  MG  |      85.00000      25500.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL ) ITEM 6                     |                            |                            |
0840 604.092                   1.000  EA  |    2400.00000       2400.00|                            |
  CATCH BASIN TYPE B1-C ITEM 35           |                            |                            |
0850 604.161                   1.000  EA  |     800.00000        800.00|                            |
  ALTERING CATCH BASIN ITEM 36            |                            |                            |
0860 656.61                    1.000  EA  |     400.00000        400.00|                            |
  CLAY DAM ITEM 5                         |                            |                            |
0870 801.01                           LUMP|  100000.00000     100000.00|                            |
  UNDERGROUND PUMP STATION WITH SELF      |                            |                            |
  PRIMING PUMPS ITEM 1                    |                            |                            |
0880 801.06                    2.000  EA  |     450.00000        900.00|                            |
  VERTICAL SEWER CLEANOUT ITEM 32         |                            |                            |
0890 801.141                 200.000  M   |     200.00000      40000.00|                            |
  100MM PVC SANITARY SEWER (SDR-35)       |                            |                            |
  (OUTSIDE RECONST. LIMITS) ITEM 26       |                            |                            |
0891 801.141                 600.000  M   |     150.00000      90000.00|                            |
  100MM PVC SANITARY SEWER (SDR-35) ITEM  |                            |                            |
  27                                      |                            |                            |
0900 801.16                  200.000  M   |     225.00000      45000.00|                            |
  150 MM PVC SANITARY SEWER (200 MM       |                            |                            |
  GRAVITY) ITEM 29                        |                            |                            |
0901 801.16                  200.000  M   |     225.00000      45000.00|                            |
  150 MM PVC SANITARY SEWER (200 MM       |                            |                            |
  GRAVITY) ITEM 30                        |                            |                            |
0910 801.162                  20.000  M   |     250.00000       5000.00|                            |
  150 MM PVC BUILDING SEWER ITEM 28       |                            |                            |
0920 801.17                  250.000  M   |     300.00000      75000.00|                            |
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
  (OUTSIDE RECONST. LIMITS) ITEM 24       |                            |                            |
0921 801.17                 1400.000  M   |     260.00000     364000.00|                            |
  200 MM PVC SANITARY SEWER (SDR-35) ITEM |                            |                            |
  25                                      |                            |                            |
0930 801.44                  250.000  M   |      10.00000       2500.00|                            |
  SEWER PIPE INSULATION ITEM 37           |                            |                            |
0940 802.11                   12.000  M   |     200.00000       2400.00|                            |
  300 MM STORM DRAIN FOR SEWER SEPARATION |                            |                            |
  ITEM 31                                 |                            |                            |
0950 803.01                   53.000  EA  |     320.00000      16960.00|                            |
  TEST PITS ITEM 2                        |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 13
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0960 803.16                   25.000  EA  |    2980.00000      74500.00|                            |
  1.2 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
  ITEM 33                                 |                            |                            |
0970 803.1651                  2.000  EA  |    3190.00000       6380.00|                            |
  1.5 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
  ITEM 34                                 |                            |                            |
0980 822.34                   50.000  M   |     170.00000       8500.00|                            |
  200 MM CLASS 52 DI PIPE ITEM 8          |                            |                            |
0990 822.36                 1050.000  M   |     185.00000     194250.00|                            |
  300 MM CLASS 52 DI PIPE ITEM 7          |                            |                            |
1000 823.31                   11.000  EA  |    1650.00000      18150.00|                            |
  300 MM GATE VALVE ITEM 20               |                            |                            |
1010 823.325                   4.000  EA  |     890.00000       3560.00|                            |
  200 MM GATE VALVE ITEM 19               |                            |                            |
1020 823.3256                  3.000  EA  |    3500.00000      10500.00|                            |
  LIVE TAP CONNECTIONS (300 MM) ITEM 21   |                            |                            |
1030 823.331                   3.000  EA  |     750.00000       2250.00|                            |
  150 MM GATE VALVE ITEM 18               |                            |                            |
1031 823.34                    8.000  EA  |     475.00000       3800.00|                            |
  BLOWOFF VALVE ASSEMBLY ITEM 39          |                            |                            |
1040 824.302                  10.000  M   |    3220.00000      32200.00|                            |
  150 MM D.I. HYDRANT WATER SERVICE ITEM  |                            |                            |
1050 825.30                  500.000  M3  |     140.00000      70000.00|                            |
  ROCK EXCAVATION FOR SANITARY SEWER ITEM |                            |                            |
  3                                       |                            |                            |
1060 825.311                  48.000  EA  |     100.00000       4800.00|                            |
  19 MM CORPORATION ITEM 14               |                            |                            |
1070 825.312                  64.000  EA  |     156.40000      10009.60|                            |
  19 MM CURB STOP ITEM 15                 |                            |                            |
1080 825.32                    3.000  EA  |     110.00000        330.00|                            |
  50 MM CORPORATION ITEM 16               |                            |                            |
1090 825.322                   4.000  EA  |     166.40000        665.60|                            |
  50 MM CURB STOP ITEM 17                 |                            |                            |
1100 825.41                  150.000  M   |     120.00000      18000.00|                            |
  19 MM COPPER SERVICE (OUTSIDE RECONST.  |                            |                            |
  LIMITS) ITEM 10                         |                            |                            |
1101 825.41                  460.000  M   |      80.00000      36800.00|                            |
  19 MM COPPER SERVICE ITEM 11            |                            |                            |
1110 825.42                    5.000  M   |     130.00000        650.00|                            |
  50 MM COPPER SERVICE (OUTSIDE RECONST.  |                            |                            |
  LIMITS) ITEM 12                         |                            |                            |
     LETTING DATE : 03/06/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 14
     LOCATION : ORRINGTON                               TABULATION OF BIDS
                                            CONTRACT ID : 005974.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1111 825.42                   30.000  M   |      90.00000       2700.00|                            |
  50 MM COPPER SERVICE ITEM 13            |                            |                            |
1120 827.311                  50.000  M3  |      38.00000       1900.00|                            |
  UNSUITABLE SOIL EXCAVATION, REMOVE AND  |                            |                            |
  REFILL- BELOW GRADE ITEM 4              |                            |                            |
1130 830.101                  10.000  M   |     300.00000       3000.00|                            |
  WATER LINE RELOCATION ITEM 22           |                            |                            |
1140 830.11                    1.000  EA  |    2000.00000       2000.00|                            |
  WATER SERVICE RELOCATION ITEM 23        |                            |                            |
1141 832.07                           LUMP|    2000.00000       2000.00|                            |
  OWNERS TESTING ALLOWANCE ITEM 38        |                            |                            |
1160 832.08                    2.000  EA  |     400.00000        800.00|                            |
  CHLORINE TAP ASSEMBLY ITEM 40           |                            |                            |
     SECTION TOTALS                       |             $  1,323,605.20|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,574,901.18|             $          0.00|              $
====================================================================================================================================