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     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 1
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10                                     COMPLETION DATE : 06/30/06
                                                           =========
   PROJECT(S):  NH-1869(10)E            LOCATION(S): CAMDEN                         MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CAMDEN, HIGHWAY RECONSTRUCTION                                                NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  7,133,025.10     100.0000%
   2   000649         SARGENT & SARGENT, INC.                                                $  7,221,035.00     101.2338%
   3   000855         BRIDGECORP                                                             $  7,295,296.00     102.2749%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000649             |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.51                           LUMP|   10000.00000      10000.00|   25000.00000      25000.00|   10000.00000       10000.00
  PROSECUTION OF WORK - INITIAL SCHEDULE  |                            |                            |
0020 107.52                   10.000  EA  |    1500.00000      15000.00|    1500.00000      15000.00|     500.00000        5000.00
  PROSECUTION OF WORK - MONTHLY UPDATE    |                            |                            |
0030 201.111                          LUMP|   30000.00000      30000.00|   50000.00000      50000.00|   50000.00000       50000.00
  CLEARING                                |                            |                            |
0040 201.23                   12.000  EA  |     750.00000       9000.00|    1000.00000      12000.00|     850.00000       10200.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0050 201.24                   13.000  EA  |     300.00000       3900.00|     250.00000       3250.00|     250.00000        3250.00
  REMOVING STUMP                          |                            |                            |
0060 202.11                 1675.000  M2  |      18.00000      30150.00|      20.00000      33500.00|       4.75000        7956.25
  REMOVING PORTLAND CEMENT CONCRETE       |                            |                            |
  PAVEMENT                                |                            |                            |
0070 202.15                   26.000  EA  |     250.00000       6500.00|     500.00000      13000.00|     550.00000       14300.00
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0080 202.191                          LUMP|   23000.00000      23000.00|   25000.00000      25000.00|   75000.00000       75000.00
  REMOVING EXISTING PIPE                  |                            |                            |
0090 202.203                 410.000  M2  |      18.00000       7380.00|      16.00000       6560.00|      27.50000       11275.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0100 203.20                12750.000  M3  |      12.00000     153000.00|      24.00000     306000.00|       8.00000      102000.00
  COMMON EXCAVATION                       |                            |                            |
0110 203.21                  395.000  M3  |     165.00000      65175.00|     175.00000      69125.00|     175.00000       69125.00
  ROCK EXCAVATION                         |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 2
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 203.25                  150.000  M3  |      30.00000       4500.00|      24.00000       3600.00|      32.50000        4875.00
  GRANULAR BORROW                         |                            |                            |
0130 203.35                   40.000  M3  |      65.00000       2600.00|      30.00000       1200.00|      40.00000        1600.00
  CRUSHED STONE FILL                      |                            |                            |
0140 206.061                 100.000  M3  |      40.00000       4000.00|      30.00000       3000.00|      20.00000        2000.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0150 206.07                 5835.000  M3  |     235.00000    1371225.00|     200.00000    1167000.00|      10.00000       58350.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0160 211.40                  240.000  M   |      17.00000       4080.00|      10.00000       2400.00|      26.00000        6240.00
  NEW DITCH EXCAVATION                    |                            |                            |
0170 304.08                   20.000  M3  |      65.00000       1300.00|      16.00000        320.00|      40.00000         800.00
  AGGREGATE BASE COURSE - SCREENED        |                            |                            |
0180 304.10                 8400.000  M3  |      30.00000     252000.00|      30.00000     252000.00|      35.00000      294000.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0190 307.32                18450.000  M2  |       3.00000      55350.00|       4.00000      73800.00|       2.50000       46125.00
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                            |                            |
  MAINELINE TRAVELWAY)                    |                            |                            |
0200 403.207                5050.000  MG  |      49.40000     249470.00|      50.00000     252500.00|      52.50000      265125.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0210 403.208                2356.000  MG  |      49.90000     117564.40|      50.00000     117800.00|      55.00000      129580.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0220 403.209                1000.000  MG  |     115.00000     115000.00|     115.00000     115000.00|     115.00000      115000.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0230 403.211                 200.000  MG  |      58.00000      11600.00|      58.00000      11600.00|      65.00000       13000.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0240 403.213                2694.000  MG  |      49.90000     134430.60|      50.00000     134700.00|      53.50000      144129.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0250 409.15                 6785.000  L   |       1.50000      10177.50|       1.50000      10177.50|       2.50000       16962.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0260 411.12                   60.000  MG  |      40.00000       2400.00|      30.00000       1800.00|      50.00000        3000.00
  CRUSHED STONE SURFACE                   |                            |                            |
0270 502.325                          LUMP|  150000.00000     150000.00|  100000.00000     100000.00|  150000.00000      150000.00
  STRUCTURAL CONCRETE CULVERT INVERT      |                            |                            |
  LINING                                  |                            |                            |
0280 502.341                  10.000  M3  |     500.00000       5000.00|     800.00000       8000.00|     475.00000        4750.00
  STRUCTURAL CONCRETE ROADWAY MEDIAN      |                            |                            |
0290 525.321                  10.000  M2  |     600.00000       6000.00|    1000.00000      10000.00|    1000.00000       10000.00
  STONE MASONRY WALL - REMOVE AND RESET   |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 3
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 525.326                  30.000  M2  |     650.00000      19500.00|    1500.00000      45000.00|    1000.00000       30000.00
  FIELD STONE RETAINING WALL              |                            |                            |
0310 525.333                 325.000  M   |      48.00000      15600.00|     125.00000      40625.00|     300.00000       97500.00
  STONE MASONRY WALL - REMOVE AND RESET   |                            |                            |
  W/ EXCAVATOR                            |                            |                            |
0320 526.301                 200.000  LS  |   16000.00000      16000.00|   25000.00000      25000.00|   10000.00000       10000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0330 534.71                   25.000  LS  |   37000.00000      37000.00|  165000.00000     165000.00|   35000.00000       35000.00
  PRECAST CONCRETE BOX CULVERT 1800 MM X  |                            |                            |
  900 MM                                  |                            |                            |
0340 534.71                   25.000  LS  |   53000.00000      53000.00|  200000.00000     200000.00|   50000.00000       50000.00
  PRECAST CONCRETE BOX CULVERT 900 MM X   |                            |                            |
  900 MM                                  |                            |                            |
0350 603.15                   19.900  M   |     130.00000       2587.00|     120.00000       2388.00|     387.50000        7711.25
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0360 603.159                   2.400  M   |     250.00000        600.00|     150.00000        360.00|     405.00000         972.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0370 603.17                   58.700  M   |     140.00000       8218.00|     120.00000       7044.00|     295.00000       17316.50
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0380 603.179                 232.400  M   |     210.00000      48804.00|     170.00000      39508.00|     600.00000      139440.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0390 603.19                   12.500  M   |     170.00000       2125.00|     200.00000       2500.00|     360.00000        4500.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0400 603.199                  39.000  M   |     245.00000       9555.00|     230.00000       8970.00|     675.00000       26325.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0410 603.209                  15.500  M   |     300.00000       4650.00|     300.00000       4650.00|     445.00000        6897.50
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0420 603.21                   24.300  M   |     200.00000       4860.00|     400.00000       9720.00|     395.00000        9598.50
  900 MM CULVERT PIPE OPTION I            |                            |                            |
0430 603.215                  18.000  M   |     320.00000       5760.00|     450.00000       8100.00|     435.00000        7830.00
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0440 603.219                   6.700  M   |     270.00000       1809.00|     450.00000       3015.00|     500.00000        3350.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0450 603.748                   6.000  EA  |     250.00000       1500.00|    1000.00000       6000.00|     375.00000        2250.00
  REMOVE CONCRETE HEADWALL                |                            |                            |
0460 603.76                    2.000  EA  |     170.00000        340.00|     375.00000        750.00|     475.00000         950.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0470 603.78                   11.000  EA  |     300.00000       3300.00|     425.00000       4675.00|     525.00000        5775.00
  450 MM INLET GRATE UNIT                 |                            |                            |
0480 603.82                    1.000  EA  |     400.00000        400.00|    1200.00000       1200.00|     575.00000         575.00
  900 MM INLET GRATE UNIT                 |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 4
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 604.072                  30.600  EA  |    3700.00000     113220.00|    2800.00000      85680.00|    2500.00000       76500.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0500 604.076                   4.200  EA  |    5100.00000      21420.00|    3200.00000      13440.00|    3000.00000       12600.00
  1500 MM CATCH BASIN TYPE A1-C           |                            |                            |
0510 604.077                   2.000  EA  |    8700.00000      17400.00|    4000.00000       8000.00|    3400.00000        6800.00
  1800MM CATCH BASIN TYPE A1-C            |                            |                            |
0520 604.092                  29.000  EA  |    3300.00000      95700.00|    2800.00000      81200.00|    2500.00000       72500.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0530 604.096                   4.600  EA  |    4700.00000      21620.00|    3200.00000      14720.00|    3600.00000       16560.00
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0540 604.097                   2.000  EA  |    8300.00000      16600.00|    4000.00000       8000.00|    3400.00000        6800.00
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0550 604.15                    3.400  EA  |    3500.00000      11900.00|    3500.00000      11900.00|    2900.00000        9860.00
  MANHOLE                                 |                            |                            |
0560 604.153                   3.000  EA  |    4700.00000      14100.00|    4000.00000      12000.00|    3750.00000       11250.00
  1500 MM MANHOLE                         |                            |                            |
0570 604.16                    1.000  EA  |     700.00000        700.00|     750.00000        750.00|     700.00000         700.00
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0580 604.18                   16.000  EA  |     450.00000       7200.00|     500.00000       8000.00|     400.00000        6400.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0590 604.242                   2.000  EA  |    1500.00000       3000.00|    1500.00000       3000.00|    1250.00000        2500.00
  CATCH BASIN TYPE F3                     |                            |                            |
0600 604.245                   1.000  EA  |    1500.00000       1500.00|    1600.00000       1600.00|    1250.00000        1250.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0610 604.246                   2.000  EA  |    1800.00000       3600.00|    1800.00000       3600.00|    1300.00000        2600.00
  CATCH BASIN TYPE F5                     |                            |                            |
0620 604.247                   1.000  EA  |    1800.00000       1800.00|    1800.00000       1800.00|    1300.00000        1300.00
  CATCH BASIN TYPE F5-C                   |                            |                            |
0630 604.248                   1.000  EA  |    2100.00000       2100.00|    2000.00000       2000.00|    1300.00000        1300.00
  CATCH BASIN TYPE F6                     |                            |                            |
0640 604.249                   1.000  EA  |    2100.00000       2100.00|    2000.00000       2000.00|    1300.00000        1300.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0650 604.252                   3.600  EA  |    3700.00000      13320.00|    2800.00000      10080.00|    3100.00000       11160.00
  CATCH BASIN TYPE A5-C                   |                            |                            |
0660 604.262                   3.400  EA  |    3300.00000      11220.00|    2800.00000       9520.00|    3100.00000       10540.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0670 604.263                   1.200  EA  |    8300.00000       9960.00|    4000.00000       4800.00|    3500.00000        4200.00
  1800 MM CATCH BASIN TYPE B5-C           |                            |                            |
0680 605.09                 3136.300  M   |      99.00000     310493.70|      85.00000     266585.50|     260.00000      815438.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 5
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 605.13                  946.000  M   |     155.00000     146630.00|     135.00000     127710.00|     315.00000      297990.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0700 605.15                  693.900  M   |     160.00000     111024.00|     175.00000     121432.50|     360.00000      249804.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0710 605.17                   40.100  M   |     220.00000       8822.00|     200.00000       8020.00|     325.00000       13032.50
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0720 605.18                  162.100  M   |     370.00000      59977.00|     250.00000      40525.00|     375.00000       60787.50
  900 MM UNDERDRAIN TYPE C                |                            |                            |
0730 606.17                  110.000  M   |      75.00000       8250.00|      60.00000       6600.00|      72.50000        7975.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0740 606.35                   16.000  EA  |      35.00000        560.00|      35.00000        560.00|      42.50000         680.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0750 606.363                  85.000  M   |      32.00000       2720.00|      30.00000       2550.00|      36.25000        3081.25
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0760 606.47                   75.000  EA  |      20.00000       1500.00|      20.00000       1500.00|      24.00000        1800.00
  SINGLE WOOD POST                        |                            |                            |
0770 606.612                 105.000  M   |     750.00000      78750.00|     675.00000      70875.00|     815.00000       85575.00
  STEEL BACKED TIMBER GUARDRAIL           |                            |                            |
0780 606.79                    4.000  EA  |    1950.00000       7800.00|    1950.00000       7800.00|    2350.00000        9400.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0790 606.80                    4.000  EA  |    7500.00000      30000.00|    6000.00000      24000.00|    7250.00000       29000.00
  BURIED-IN-SLOPE GUARDRAIL END           |                            |                            |
0800 607.16                   60.000  M   |      95.00000       5700.00|      95.00000       5700.00|     115.00000        6900.00
  CHAIN LINK FENCE - 1.2 METER            |                            |                            |
0810 607.22                  115.000  M   |      80.00000       9200.00|      80.00000       9200.00|      96.75000       11126.25
  CEDAR RAIL FENCE                        |                            |                            |
0820 607.24                  150.000  M   |      80.00000      12000.00|      70.00000      10500.00|      88.00000       13200.00
  REMOVE AND RESET FENCE                  |                            |                            |
0830 607.415                   1.000  EA  |   10550.00000      10550.00|    9550.00000       9550.00|   11500.00000       11500.00
  WOOD GATE STATE PARK                    |                            |                            |
0840 607.44                  200.000  M   |      17.00000       3400.00|      17.00000       3400.00|      20.50000        4100.00
  SAFETY FENCE                            |                            |                            |
0850 608.253                  20.000  M2  |     287.00000       5740.00|     125.00000       2500.00|     185.00000        3700.00
  MASONRY PAVER WITH TRUNCATED DOME       |                            |                            |
0860 609.11                 1885.000  M   |     110.00000     207350.00|     120.00000     226200.00|      72.75000      137133.75
  VERTICAL CURB TYPE 1                    |                            |                            |
0870 609.12                   61.000  M   |     130.00000       7930.00|     150.00000       9150.00|      87.50000        5337.50
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0880 609.234                  63.000  EA  |     135.00000       8505.00|     150.00000       9450.00|     200.00000       12600.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0890 609.237                  50.000  EA  |     200.00000      10000.00|     200.00000      10000.00|     245.00000       12250.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 6
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0900 609.2371                 16.000  EA  |     245.00000       3920.00|     250.00000       4000.00|     275.00000        4400.00
  TERMINAL CURB TYPE 1- 2.1M - CIRCULAR   |                            |                            |
0910 609.26                    5.000  EA  |     300.00000       1500.00|     325.00000       1625.00|     950.00000        4750.00
  CURB TRANSITION SECTION B TYPE 1        |                            |                            |
0920 609.31                   50.000  M   |      30.00000       1500.00|      25.00000       1250.00|      28.00000        1400.00
  CURB TYPE 3                             |                            |                            |
0930 609.34                 1304.000  M   |     115.00000     149960.00|     120.00000     156480.00|      73.25000       95518.00
  CURB TYPE 5                             |                            |                            |
0940 609.35                   40.000  M   |     240.00000       9600.00|     275.00000      11000.00|     235.00000        9400.00
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0950 609.50                  185.000  M   |      14.50000       2682.50|      18.00000       3330.00|      25.00000        4625.00
  CONCRETE BASE FOR CURBING               |                            |                            |
0960 610.08                  390.000  M3  |      90.00000      35100.00|      75.00000      29250.00|      56.25000       21937.50
  PLAIN RIPRAP                            |                            |                            |
0970 610.18                  190.000  M3  |      90.00000      17100.00|      60.00000      11400.00|      65.00000       12350.00
  STONE DITCH PROTECTION                  |                            |                            |
0980 613.319                2190.000  M2  |       2.50000       5475.00|       2.00000       4380.00|       1.25000        2737.50
  EROSION CONTROL BLANKET                 |                            |                            |
0990 615.07                 2100.000  M3  |      55.00000     115500.00|      30.00000      63000.00|      65.00000      136500.00
  LOAM                                    |                            |                            |
1000 618.1301                145.000  UN  |      20.00000       2900.00|      20.00000       2900.00|      31.50000        4567.50
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
1010 618.1401                 70.000  UN  |      25.00000       1750.00|      15.00000       1050.00|      21.75000        1522.50
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
1020 619.1201                210.000  UN  |      14.00000       2940.00|       8.00000       1680.00|      10.00000        2100.00
  MULCH - PLAN QUANTITY                   |                            |                            |
1030 619.1301                 50.000  M3  |      50.00000       2500.00|      75.00000       3750.00|      70.00000        3500.00
  BARK MULCH - PLAN QUANTITY              |                            |                            |
1040 619.1401                 50.000  M3  |      50.00000       2500.00|      40.00000       2000.00|      60.00000        3000.00
  EROSION CONTROL MIX                     |                            |                            |
1050 620.54                  500.000  M2  |       3.50000       1750.00|       1.25000        625.00|       1.25000         625.00
  STABILIZATION GEOTEXTILE                |                            |                            |
1060 620.56                  155.000  M2  |       3.70000        573.50|       1.50000        232.50|       1.50000         232.50
  DRAINAGE GEOTEXTILE                     |                            |                            |
1070 620.58                  900.000  M2  |       3.50000       3150.00|       1.50000       1350.00|       1.50000        1350.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
1080 621.025                  48.000  EA  |      85.00000       4080.00|      75.00000       3600.00|     135.00000        6480.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
1090 621.026                  19.000  EA  |     100.00000       1900.00|      95.00000       1805.00|     135.00000        2565.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 7
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1100 621.037                   5.000  EA  |     151.00000        755.00|      95.00000        475.00|     157.50000         787.50
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
1110 621.101                 500.000  EA  |       3.00000       1500.00|       6.00000       3000.00|       5.50000        2750.00
  PLUG/ STARTER PLANT                     |                            |                            |
1120 621.121                  12.000  EA  |     207.00000       2484.00|     175.00000       2100.00|     250.00000        3000.00
  SMALL DECIDUOUS TREES (1500 MM - 1800   |                            |                            |
  MM) GROUP B                             |                            |                            |
1130 621.127                   6.000  EA  |     153.00000        918.00|     100.00000        600.00|     250.00000        1500.00
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP B                             |                            |                            |
1140 621.196                  41.000  EA  |     300.00000      12300.00|     275.00000      11275.00|     725.00000       29725.00
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
1150 621.273                  29.000  EA  |     340.00000       9860.00|     325.00000       9425.00|     775.00000       22475.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
1160 621.274                   3.000  EA  |     350.00000       1050.00|     325.00000        975.00|     775.00000        2325.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
1170 621.275                   2.000  EA  |     365.00000        730.00|     375.00000        750.00|     900.00000        1800.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP C                        |                            |                            |
1180 621.281                  15.000  EA  |     526.00000       7890.00|     395.00000       5925.00|     750.00000       11250.00
  LARGE DECIDUOUS TREE (65 MM - 75 MM     |                            |                            |
  CALIPER) GROUP C                        |                            |                            |
1190 621.386                 120.000  EA  |      21.00000       2520.00|      16.00000       1920.00|      15.00000        1800.00
  DWARF EVERGREENS (100 MM - 200 MM)      |                            |                            |
1200 621.387                  12.000  EA  |      20.00000        240.00|      30.00000        360.00|      37.50000         450.00
  DWARF EVERGREENS (200 MM - 300 MM)      |                            |                            |
1210 621.388                  63.000  EA  |      30.00000       1890.00|      33.00000       2079.00|      50.00000        3150.00
  DWARF EVERGREENS (300 MM - 375 MM)      |                            |                            |
1220 621.478                  72.000  EA  |      17.00000       1224.00|      25.00000       1800.00|      27.50000        1980.00
  BRDLF EVERGREENS (150 MM - 300 MM) GP A |                            |                            |
1230 621.48                   18.000  EA  |      36.00000        648.00|      38.00000        684.00|      60.00000        1080.00
  BROADLEAF EVERGREENS (375 MM - 450 MM)  |                            |                            |
  GROUP A                                 |                            |                            |
1240 621.51                   12.000  EA  |      33.00000        396.00|      33.00000        396.00|      47.50000         570.00
  DECIDUOUS SHRUBS (375 MM - 450 MM)      |                            |                            |
1250 621.511                  84.000  EA  |      37.00000       3108.00|      35.00000       2940.00|      75.00000        6300.00
  DECIDUOUS SHRUBS (450MM - 600MM) GROUP  |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 8
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1260 621.546                  72.000  EA  |      30.00000       2160.00|      40.00000       2880.00|     100.00000        7200.00
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
1270 621.547                  72.000  EA  |      38.00000       2736.00|      40.00000       2880.00|      90.00000        6480.00
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
1280 621.552                  36.000  EA  |      46.00000       1656.00|      75.00000       2700.00|     150.00000        5400.00
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
1290 621.654                   9.000  EA  |      20.00000        180.00|      25.00000        225.00|      30.00000         270.00
  VINES (300 MM - 375 MM) NO.1 CONT.      |                            |                            |
1300 621.655                   3.000  EA  |      20.00000         60.00|      30.00000         90.00|      25.00000          75.00
  VINES (300 MM - 375 MM) NO.1 CONT.      |                            |                            |
1310 621.708                 480.000  EA  |      15.00000       7200.00|       9.00000       4320.00|      12.50000        6000.00
  HERBACEOUS PERENNIALS - CONT. (76MM)    |                            |                            |
  GROUP A                                 |                            |                            |
1320 621.709                  72.000  EA  |      20.00000       1440.00|      11.00000        792.00|      11.50000         828.00
  HERBACEOUS PERENNIALS - CONT. (76MM)    |                            |                            |
  GROUP.B                                 |                            |                            |
1330 621.71                  102.000  EA  |      15.00000       1530.00|      13.00000       1326.00|      18.50000        1887.00
  HERBACEOUS PERENNIALS GROUP A           |                            |                            |
1340 621.80                           LUMP|    5000.00000       5000.00|    5000.00000       5000.00|   27500.00000       27500.00
  ESTABLISHMENT PERIOD                    |                            |                            |
1350 626.11                    2.000  EA  |    1000.00000       2000.00|     500.00000       1000.00|     500.00000        1000.00
  PRECAST CONCRETE JUNCTION BOX:___       |                            |                            |
1360 626.22                   20.000  M   |     125.00000       2500.00|      98.00000       1960.00|      60.00000        1200.00
  NON-METALLIC CONDUIT                    |                            |                            |
1370 626.31                    2.000  EA  |    1000.00000       2000.00|     800.00000       1600.00|    1000.00000        2000.00
  450 MM FOUNDATION                       |                            |                            |
1380 627.711                8550.000  M   |       0.41000       3505.50|       0.50000       4275.00|       0.50000        4275.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
1390 627.75                  140.000  M2  |      13.45000       1883.00|      13.00000       1820.00|      15.75000        2205.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
1400 627.76                           LUMP|    3500.00000       3500.00|   15000.00000      15000.00|   10000.00000       10000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
1410 629.05                  200.000  HR  |      25.00000       5000.00|      24.00000       4800.00|      45.00000        9000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1420 631.10                  100.000  HR  |      30.00000       3000.00|      30.00000       3000.00|      65.00000        6500.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 9
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1430 631.11                  100.000  HR  |      25.00000       2500.00|      30.00000       3000.00|      65.00000        6500.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
1440 631.12                  100.000  HR  |     120.00000      12000.00|     100.00000      10000.00|     135.00000       13500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1450 631.14                   50.000  HR  |      95.00000       4750.00|     100.00000       5000.00|     135.00000        6750.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
1460 631.172                 100.000  HR  |      50.00000       5000.00|      48.00000       4800.00|      65.00000        6500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1470 631.18                   25.000  HR  |      35.00000        875.00|      32.00000        800.00|      60.00000        1500.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1480 631.20                   50.000  HR  |     150.00000       7500.00|      90.00000       4500.00|     250.00000       12500.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1490 631.22                  100.000  HR  |      80.00000       8000.00|      90.00000       9000.00|     110.00000       11000.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1500 631.32                   50.000  HR  |     155.00000       7750.00|     125.00000       6250.00|     300.00000       15000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1510 634.273                          LUMP|    6000.00000       6000.00|    7500.00000       7500.00|   15000.00000       15000.00
  EMBEDDED SNOW AND ICE MELTING SYSTEM    |                            |                            |
1520 637.071                          LUMP|   95000.00000      95000.00|   75000.00000      75000.00|   25000.00000       25000.00
  DUST CONTROL                            |                            |                            |
1530 639.18                    1.000  EA  |   18000.00000      18000.00|   25000.00000      25000.00|   25000.00000       25000.00
  FIELD OFFICE TYPE A                     |                            |                            |
1540 643.81                           LUMP|   15000.00000      15000.00|   15000.00000      15000.00|   15000.00000       15000.00
  TRAFFIC SIGNAL CONTROL SYSTEM           |                            |                            |
  PEDESTRIAN ACTUATED                     |                            |                            |
1550 645.113                   1.000  EA  |    3500.00000       3500.00|    2500.00000       2500.00|    1000.00000        1000.00
  REINSTALL GUIDE SIGN STATE PARK SIGN    |                            |                            |
1560 645.113                   1.000  EA  |    3500.00000       3500.00|    2500.00000       2500.00|    1000.00000        1000.00
  REINSTALL GUIDE SIGN THE LODGE @ CAMDEN |                            |                            |
  HILLS                                   |                            |                            |
1570 645.271                   6.000  M2  |     200.00000       1200.00|     150.00000        900.00|     125.00000         750.00
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS, TYPE I     |                            |                            |
1580 652.31                   25.000  EA  |      60.00000       1500.00|      75.00000       1875.00|     100.00000        2500.00
  TYPE I BARRICADE                        |                            |                            |
1590 652.311                  25.000  EA  |      45.00000       1125.00|     100.00000       2500.00|     150.00000        3750.00
  TYPE II BARRICADE                       |                            |                            |
1600 652.33                  200.000  EA  |      60.00000      12000.00|      75.00000      15000.00|      65.00000       13000.00
  DRUM                                    |                            |                            |
1610 652.34                  200.000  EA  |      15.00000       3000.00|      20.00000       4000.00|      17.80000        3560.00
  CONE                                    |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 10
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1620 652.35                   60.000  M2  |      85.00000       5100.00|     120.00000       7200.00|     100.00000        6000.00
  CONSTRUCTION SIGNS                      |                            |                            |
1630 652.361                 250.000  LS  |  100000.00000     100000.00|   50000.00000      50000.00|  175000.00000      175000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1640 652.38                 7000.000  HR  |      14.00000      98000.00|      15.00000     105000.00|      15.00000      105000.00
  FLAGGER                                 |                            |                            |
1650 652.41                    2.000  EA  |   24000.00000      48000.00|   30000.00000      60000.00|   15000.00000       30000.00
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
1660 653.24                   40.000  M2  |      30.00000       1200.00|       3.00000        120.00|      15.00000         600.00
  100 MM POLY PLASTIC INSULATION          |                            |                            |
1670 656.75                           LUMP|   50000.00000      50000.00|  100000.00000     100000.00|   25000.00000       25000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1680 657.24                   20.000  UN  |      18.00000        360.00|      10.00000        200.00|      21.75000         435.00
  SEEDING PITS                            |                            |                            |
1690 658.20                  235.000  M2  |       9.44000       2218.40|      30.00000       7050.00|      14.50000        3407.50
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1700 659.10                           LUMP|  585000.00000     585000.00|  724800.00000     724800.00|  930000.00000      930000.00
  MOBILIZATION                            |                            |                            |
1710 660.21                 3000.000  HR  |       1.00000       3000.00|       2.00000       6000.00|       1.00000        3000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1720 801.01                           LUMP|   10000.00000      10000.00|   25000.00000      25000.00|   15000.00000       15000.00
  PUMP STATION WITH SELF PRIMING PUMPS    |                            |                            |
1730 801.09                  125.000  M   |     160.00000      20000.00|     120.00000      15000.00|     200.00000       25000.00
  50 MM SEWER FORCE MAIN                  |                            |                            |
1740 801.17                   45.000  M   |     240.00000      10800.00|     240.00000      10800.00|     420.00000       18900.00
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
1750 801.175                 735.000  M   |     280.00000     205800.00|     150.00000     110250.00|     345.00000      253575.00
  250 MM PVC SANITARY SEWER               |                            |                            |
1760 803.134                 335.000  M   |     180.00000      60300.00|     240.00000      80400.00|     350.00000      117250.00
  100MM SERVICE LATERAL                   |                            |                            |
1770 803.135                  80.000  M   |     190.00000      15200.00|     230.00000      18400.00|     360.00000       28800.00
  150MM SERVICE  LATERAL                  |                            |                            |
1780 803.16                   16.000  EA  |    4500.00000      72000.00|    4000.00000      64000.00|    3250.00000       52000.00
  1.2 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
1790 822.3211                 10.000  M   |     500.00000       5000.00|     200.00000       2000.00|     375.00000        3750.00
  100 MM  CLASS 50 DI PIPE                |                            |                            |
1800 822.3221                 35.000  M   |     450.00000      15750.00|     225.00000       7875.00|     375.00000       13125.00
  150 MM CLASS 50 DI PIPE                 |                            |                            |
1810 822.3411                 60.000  M   |     450.00000      27000.00|     250.00000      15000.00|     310.00000       18600.00
  200 MM CLASS 50 DI PIPE                 |                            |                            |
     LETTING DATE : 07/21/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/21/04
                                                                                                                   PAGE : 11
     COUNTIE(S): KNOX                                   TABULATION OF BIDS
                                            CONTRACT ID : 001869.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000649            |(   3  ) 000855
                                          |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.     |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1820 822.3611                820.000  M   |     310.00000     254200.00|     240.00000     196800.00|     307.50000      252150.00
  300 MM CLASS 50 DI PIPE                 |                            |                            |
1830 823.311                   8.000  EA  |    1500.00000      12000.00|    1750.00000      14000.00|    1650.00000       13200.00
  300MM  GATE  VALVE  WITH  BOX           |                            |                            |
1840 823.3251                  6.000  EA  |    1200.00000       7200.00|    1200.00000       7200.00|     925.00000        5550.00
  200MM GATE VALVE WITH BOX               |                            |                            |
1850 823.3351                  1.000  EA  |     900.00000        900.00|     800.00000        800.00|     600.00000         600.00
  100MM GATE VALVE WITH BOX               |                            |                            |
1860 823.34                    4.000  EA  |    1000.00000       4000.00|    1500.00000       6000.00|    1775.00000        7100.00
  BLOWOFF VALVE ASSEMBLY                  |                            |                            |
1870 824.30                    3.000  EA  |    3300.00000       9900.00|    4000.00000      12000.00|    3350.00000       10050.00
  FIRE HYDRANTS                           |                            |                            |
1880 824.32                    3.000  EA  |    2500.00000       7500.00|     750.00000       2250.00|    2650.00000        7950.00
  REMOVE AND RESET HYDRANTS               |                            |                            |
1890 825.42                   50.000  M   |     220.00000      11000.00|     200.00000      10000.00|     400.00000       20000.00
  50 MM COPPER SERVICE                    |                            |                            |
1900 825.43                  320.000  M   |     200.00000      64000.00|     180.00000      57600.00|     350.00000      112000.00
  25 MM COPPER SERVICE                    |                            |                            |
1905 202.20                 1675.000  M2  |       5.60000       9380.00|       2.00000       3350.00|       4.75000        7956.25
  REMOVING BITUMINOUS CONCRETE PAVEMENT   |                            |                            |
     SECTION TOTALS                       |             $  6,883,025.10|             $  6,971,035.00|              $  7,070,296.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   STATE PARK OVERLAY
                                          |                            |                            |
1910 890.01                           LUMP|  250000.00000     250000.00|  250000.00000     250000.00|  225000.00000      225000.00
  SPECIAL WORK #1 STATE PARK ROAD OVERLAY |                            |                            |
     SECTION TOTALS                       |             $    250,000.00|             $    250,000.00|              $    225,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  7,133,025.10|             $  7,221,035.00|              $  7,295,296.00
====================================================================================================================================