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     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A                                    COMPLETION DATE : 11/15/04
                                                          =========
   PROJECT(S):  NH-3517(30)E            COUNTIE(S) : ANDROSCOGGIN                   MAINE STATE DEPARTMENT OF TRANSPORTATION
                NH-3517(31)                          CUMBERLAND
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY IMPROVEMENTS                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000036         H E SARGENT, INC.                                                      $  9,574,000.40     100.0000%
   2   000079         R J GRONDIN & SONS, INC.                                               $  9,772,463.95     102.0729%
   3   000649         SARGENT & SARGENT, INC.                                                $ 10,908,677.25     113.9406%
   4   001094         K & K EXCAVATION, INC.                                                 $ 10,922,200.00     114.0819%
   5   000059         PIKE INDUSTRIES, INC.                                                  $ 11,314,873.25     118.1833%
====================================================================================================================================
                                          |(   1  ) 000036             |(   2  ) 000079             |(   3  ) 000649
                                          |H E SARGENT, INC.           |R J GRONDIN & SONS, INC.    |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 201.11                   19.000  HA  |   14750.00000     280250.00|   14000.00000     266000.00|    7500.00000      142500.00
  CLEARING                                |                            |                            |
0020 201.23                   52.000  EA  |     500.00000      26000.00|     200.00000      10400.00|     150.00000        7800.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   67.000  EA  |     200.00000      13400.00|     350.00000      23450.00|     100.00000        6700.00
  REMOVING STUMP                          |                            |                            |
0040 201.25                   12.000  EA  |    1500.00000      18000.00|     135.00000       1620.00|     500.00000        6000.00
  TREE BARRIER                            |                            |                            |
0050 202.191                          LUMP|   50000.00000      50000.00|   14000.00000      14000.00|   12000.00000       12000.00
  REMOVING EXISTING PIPE                  |                            |                            |
0060 202.202                3250.000  M2  |       6.00000      19500.00|       5.00000      16250.00|       3.50000       11375.00
  REMOVING PAVEMENT SURFACE               |                            |                            |
0070 202.203                1193.000  M2  |      15.00000      17895.00|      15.00000      17895.00|      20.00000       23860.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0080 203.20               198250.000  M3  |       5.68000    1126060.00|       6.69000    1326292.50|      10.00000     1982500.00
  COMMON EXCAVATION                       |                            |                            |
0090 203.21               114540.000  M3  |       8.00000     916320.00|      11.12000    1273684.80|      10.00000     1145400.00
  ROCK EXCAVATION                         |                            |                            |
0100 203.211               14450.000  M   |      16.00000     231200.00|      14.00000     202300.00|      17.00000      245650.00
  PRESPLITTING ROCK                       |                            |                            |
0110 203.232                2100.000  M3  |       9.00000      18900.00|       8.00000      16800.00|      10.00000       21000.00
  MITIGATION EXCAVATION                   |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 000079            |(   3  ) 000649
                                          |H E SARGENT, INC.           |R J GRONDIN & SONS, INC.    |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 203.25                13640.000  M3  |       8.00000     109120.00|       5.00000      68200.00|       8.00000      109120.00
  GRANULAR BORROW                         |                            |                            |
0130 206.061                 137.000  M3  |      12.00000       1644.00|       8.00000       1096.00|       8.00000        1096.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0140 206.07                  700.000  M3  |      50.00000      35000.00|      85.00000      59500.00|      50.00000       35000.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0150 211.20                  525.000  M   |      21.00000      11025.00|      13.55000       7113.75|       8.00000        4200.00
  INSLOPE EXCAVATION                      |                            |                            |
0160 211.30                 2875.000  M   |      41.00000     117875.00|      17.50000      50312.50|      10.00000       28750.00
  DITCH EXCAVATION                        |                            |                            |
0170 304.08                  980.000  M3  |      12.00000      11760.00|      14.25000      13965.00|      11.00000       10780.00
  AGGREGATE BASE COURSE - SCREENED        |                            |                            |
0180 304.10                95300.000  M3  |      11.65000    1110245.00|      10.79000    1028287.00|      11.00000     1048300.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0190 308.40                11250.000  M2  |       5.80000      65250.00|       5.79000      65137.50|       7.00000       78750.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT     |                            |                            |
0200 403.207               35700.000  MG  |      37.50000    1338750.00|      37.50000    1338750.00|      38.00000     1356600.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0210 403.208               14850.000  MG  |      41.00000     608850.00|      41.00000     608850.00|      42.00000      623700.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0220 403.209                 475.000  MG  |      85.00000      40375.00|      85.00000      40375.00|      85.00000       40375.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0230 403.210                3150.000  MG  |      42.00000     132300.00|      42.00000     132300.00|      42.00000      132300.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0240 403.211                 580.000  MG  |      45.00000      26100.00|      45.00000      26100.00|      45.00000       26100.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0250 409.15                 2372.000  L   |       3.00000       7116.00|       7.00000      16604.00|       2.00000        4744.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0260 603.15                  162.000  M   |      80.00000      12960.00|      80.00000      12960.00|      90.00000       14580.00
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0270 603.159                  79.000  M   |      80.00000       6320.00|     115.00000       9085.00|      90.00000        7110.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.16                  437.000  M   |      83.00000      36271.00|      95.00000      41515.00|     100.00000       43700.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0290 603.169                 135.000  M   |      83.00000      11205.00|     120.00000      16200.00|     100.00000       13500.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.17                  121.000  M   |      93.00000      11253.00|     100.00000      12100.00|     120.00000       14520.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 000079            |(   3  ) 000649
                                          |H E SARGENT, INC.           |R J GRONDIN & SONS, INC.    |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 603.179                 421.000  M   |      93.00000      39153.00|     125.00000      52625.00|     120.00000       50520.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0320 603.19                   51.000  M   |     110.00000       5610.00|     110.00000       5610.00|     150.00000        7650.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0330 603.199                 204.000  M   |     110.00000      22440.00|     150.00000      30600.00|     150.00000       30600.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0340 603.209                 424.000  M   |     166.00000      70384.00|     165.00000      69960.00|     180.00000       76320.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0350 603.219                  45.000  M   |     185.00000       8325.00|     225.00000      10125.00|     250.00000       11250.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0360 603.229                  29.000  M   |     515.00000      14935.00|     445.00000      12905.00|     360.00000       10440.00
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0370 603.279                  66.000  M   |     660.00000      43560.00|     660.00000      43560.00|     500.00000       33000.00
  1800 MM CULVERT PIPE OPTION III         |                            |                            |
0380 604.072                   6.000  EA  |    1700.00000      10200.00|    2500.00000      15000.00|    2400.00000       14400.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0390 604.092                  23.000  EA  |    1900.00000      43700.00|    1450.00000      33350.00|    2400.00000       55200.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0400 604.096                   7.000  EA  |    2300.00000      16100.00|    3500.00000      24500.00|    3000.00000       21000.00
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0410 604.11                    6.000  EA  |    1700.00000      10200.00|    1600.00000       9600.00|    2400.00000       14400.00
  CATCH BASIN TYPE C1                     |                            |                            |
0420 604.15                    1.000  EA  |    2400.00000       2400.00|    1850.00000       1850.00|    3000.00000        3000.00
  MANHOLE                                 |                            |                            |
0430 604.153                   1.000  EA  |    2600.00000       2600.00|    3500.00000       3500.00|    3600.00000        3600.00
  1500 MM MANHOLE                         |                            |                            |
0440 604.244                  14.000  EA  |    1300.00000      18200.00|    1200.00000      16800.00|     160.00000        2240.00
  CATCH BASIN TYPE F4                     |                            |                            |
0450 604.246                   7.000  EA  |    1400.00000       9800.00|    1200.00000       8400.00|    2000.00000       14000.00
  CATCH BASIN TYPE F5                     |                            |                            |
0460 604.249                   2.000  EA  |    1600.00000       3200.00|    1250.00000       2500.00|    2400.00000        4800.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0470 605.09                  607.000  M   |      61.00000      37027.00|      68.50000      41579.50|     100.00000       60700.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0480 605.11                 1309.000  M   |      73.00000      95557.00|     110.00000     143990.00|     100.00000      130900.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0490 605.12                  574.000  M   |      77.00000      44198.00|     115.00000      66010.00|     120.00000       68880.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0500 605.13                  145.000  M   |      78.00000      11310.00|     117.00000      16965.00|     140.00000       20300.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0510 605.17                   53.000  M   |     157.00000       8321.00|     185.00000       9805.00|     200.00000       10600.00
  750 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 000079            |(   3  ) 000649
                                          |H E SARGENT, INC.           |R J GRONDIN & SONS, INC.    |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 606.151                 103.000  M   |      46.00000       4738.00|      61.00000       6283.00|      46.00000        4738.00
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0530 606.23                  840.000  M   |      37.00000      31080.00|      34.50000      28980.00|      36.00000       30240.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0540 606.265                   2.000  EA  |      40.00000         80.00|      50.00000        100.00|      40.00000          80.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0550 606.35                   28.000  EA  |      38.00000       1064.00|      35.00000        980.00|      35.00000         980.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0560 606.363                  27.000  M   |       7.00000        189.00|       4.00000        108.00|       7.00000         189.00
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0570 606.47                   77.000  EA  |      47.00000       3619.00|      45.00000       3465.00|      45.00000        3465.00
  SINGLE WOOD POST                        |                            |                            |
0580 606.51                    9.000  EA  |     350.00000       3150.00|     300.00000       2700.00|     300.00000        2700.00
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0590 606.55                   80.000  M   |      36.00000       2880.00|      34.50000       2760.00|      36.00000        2880.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0600 606.59                    4.000  M   |      41.00000        164.00|      50.00000        200.00|      41.00000         164.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0610 606.60                    4.000  M   |      44.00000        176.00|      50.00000        200.00|      41.00000         164.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0620 606.611                   9.000  M   |     110.00000        990.00|     110.00000        990.00|     110.00000         990.00
  TIMBER GUARDRAIL                        |                            |                            |
0630 606.76                    4.000  EA  |    1300.00000       5200.00|    1350.00000       5400.00|    1300.00000        5200.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0640 606.79                    7.000  EA  |    1500.00000      10500.00|    1550.00000      10850.00|    1400.00000        9800.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0650 606.80                    1.000  EA  |    5500.00000       5500.00|    5300.00000       5300.00|    5500.00000        5500.00
  BURIED-IN-SLOPE GUARDRAIL END           |                            |                            |
0660 607.09                 9775.000  M   |      12.00000     117300.00|      12.00000     117300.00|      12.00000      117300.00
  WOVEN WIRE FENCE - METAL POSTS          |                            |                            |
0670 607.24                  350.000  M   |      22.00000       7700.00|      21.00000       7350.00|      22.00000        7700.00
  REMOVE AND RESET FENCE                  |                            |                            |
0680 607.291                  83.000  M   |      82.00000       6806.00|     100.00000       8300.00|     200.00000       16600.00
  REMOVE AND RESET STONE WALL             |                            |                            |
0690 607.32                   52.000  EA  |      95.00000       4940.00|     145.00000       7540.00|     100.00000        5200.00
  BRACING ASSEMBLY TYPE I - METAL POSTS   |                            |                            |
0700 607.33                  114.000  EA  |     125.00000      14250.00|     200.00000      22800.00|     120.00000       13680.00
  BRACING ASSEMBLY TYPE II - METAL POSTS  |                            |                            |
0710 608.07                  135.000  M2  |      85.00000      11475.00|      35.00000       4725.00|       8.00000        1080.00
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 5
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 000079            |(   3  ) 000649
                                          |H E SARGENT, INC.           |R J GRONDIN & SONS, INC.    |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0720 608.101                   2.000  EA  |    3400.00000       6800.00|    1100.00000       2200.00|     125.00000         250.00
  GRANITE WALKWAY                         |                            |                            |
0730 609.11                  230.000  M   |      72.00000      16560.00|      75.00000      17250.00|      65.00000       14950.00
  VERTICAL CURB TYPE 1                    |                            |                            |
0740 609.234                  10.000  EA  |     104.00000       1040.00|     250.00000       2500.00|     100.00000        1000.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0750 609.31                 2160.000  M   |       7.00000      15120.00|      13.00000      28080.00|       9.00000       19440.00
  CURB TYPE 3                             |                            |                            |
0760 609.34                  114.000  M   |      62.00000       7068.00|      65.00000       7410.00|      60.00000        6840.00
  CURB TYPE 5                             |                            |                            |
0770 609.35                   12.000  M   |     174.00000       2088.00|     220.00000       2640.00|     100.00000        1200.00
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0780 610.08                 4620.000  M3  |      26.00000     120120.00|      20.00000      92400.00|      48.00000      221760.00
  PLAIN RIPRAP                            |                            |                            |
0790 610.18                 8215.000  M3  |      23.00000     188945.00|      12.65000     103919.75|      42.00000      345030.00
  STONE DITCH PROTECTION                  |                            |                            |
0800 612.06                  740.000  M2  |       5.00000       3700.00|       4.00000       2960.00|       4.00000        2960.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0810 613.319               17175.000  M2  |       1.30000      22327.50|       1.45000      24903.75|       3.00000       51525.00
  EROSION CONTROL BLANKET                 |                            |                            |
0820 615.07                 7425.000  M3  |      19.00000     141075.00|      12.00000      89100.00|      12.00000       89100.00
  LOAM                                    |                            |                            |
0830 615.08                 1000.000  M3  |       8.00000       8000.00|       8.00000       8000.00|      12.00000       12000.00
  WETLANDS LOAM                           |                            |                            |
0840 615.09                 1000.000  M3  |       7.00000       7000.00|       9.00000       9000.00|       8.00000        8000.00
  TOPSOIL SALVAGE                         |                            |                            |
0850 618.1301                140.000  UN  |      21.00000       2940.00|      30.00000       4200.00|      22.00000        3080.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0860 618.1401                825.000  UN  |      12.00000       9900.00|      15.00000      12375.00|      19.00000       15675.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0870 618.1411                536.000  UN  |      29.00000      15544.00|      30.00000      16080.00|      36.00000       19296.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0880 618.143                  10.000  UN  |       9.00000         90.00|      20.00000        200.00|      19.00000         190.00
  SPECIAL SEED MIX:                       |                            |                            |
0890 618.25                    5.000  M3  |      95.00000        475.00|      20.00000        100.00|      65.00000         325.00
  APPLIED WATER                           |                            |                            |
0900 619.1201               1305.000  UN  |       7.00000       9135.00|       7.00000       9135.00|       6.00000        7830.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0910 619.1401                100.000  M3  |      35.00000       3500.00|      32.00000       3200.00|      32.00000        3200.00
  EROSION CONTROL MIX                     |                            |                            |
0920 619.141                  30.000  UN  |      11.00000        330.00|      20.00000        600.00|      16.00000         480.00
  SPECIAL MULCH                           |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 6
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 000079            |(   3  ) 000649
                                          |H E SARGENT, INC.           |R J GRONDIN & SONS, INC.    |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0930 620.58                23475.000  M2  |       2.20000      51645.00|       0.92000      21597.00|       2.00000       46950.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0940 621.01                 1500.000  EA  |       5.50000       8250.00|       5.10000       7650.00|       5.00000        7500.00
  EVERGREEN TREES (200 MM - 300 MM)       |                            |                            |
0950 621.025                 120.000  EA  |      43.00000       5160.00|      40.00000       4800.00|      90.00000       10800.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0960 621.026                  48.000  EA  |      59.00000       2832.00|      55.00000       2640.00|     175.00000        8400.00
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0970 621.031                  36.000  EA  |      54.00000       1944.00|      50.00000       1800.00|     125.00000        4500.00
  EVERGREEN TREES (1200 MM - 1500 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0980 621.032                  12.000  EA  |     114.00000       1368.00|     107.00000       1284.00|     145.00000        1740.00
  EVERGREEN TREES (1200 MM - 1500 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
0990 621.033                  12.000  EA  |     114.00000       1368.00|     107.00000       1284.00|     145.00000        1740.00
  EVERGREEN TREES (1200 MM - 1500 MM)     |                            |                            |
  GROUP C                                 |                            |                            |
1000 621.037                  96.000  EA  |     132.00000      12672.00|     124.00000      11904.00|     125.00000       12000.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
1010 621.038                  60.000  EA  |     146.00000       8760.00|     137.00000       8220.00|     200.00000       12000.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
1020 621.044                  12.000  EA  |     177.00000       2124.00|     166.00000       1992.00|     300.00000        3600.00
  EVERGREEN TREES (1800 MM - 2400 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
1030 621.126                 177.000  EA  |     104.00000      18408.00|      97.00000      17169.00|     125.00000       22125.00
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
1040 621.196                 222.000  EA  |     219.00000      48618.00|     205.00000      45510.00|     300.00000       66600.00
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
1050 621.273                  55.000  EA  |     285.00000      15675.00|     267.00000      14685.00|     350.00000       19250.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
1060 621.51                  948.000  EA  |      20.00000      18960.00|      18.00000      17064.00|      35.00000       33180.00
  DECIDUOUS SHRUBS (375 MM - 450 MM)      |                            |                            |
1070 621.511                 516.000  EA  |      22.00000      11352.00|      20.00000      10320.00|      38.00000       19608.00
  HYBRID RHODODENDRON (450 MM - 600 MM)   |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 7
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 000079            |(   3  ) 000649
                                          |H E SARGENT, INC.           |R J GRONDIN & SONS, INC.    |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1080 621.552                  36.000  EA  |      30.00000       1080.00|      28.00000       1008.00|      90.00000        3240.00
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
1090 621.558                  12.000  EA  |      59.00000        708.00|      55.00000        660.00|     125.00000        1500.00
  DECIDUOUS SHRUBS (1200 MM - 1500 MM)    |                            |                            |
  GROUP A                                 |                            |                            |
1100 621.80                           LUMP|   25000.00000      25000.00|   15000.00000      15000.00|    8000.00000        8000.00
  ESTABLISHMENT PERIOD                    |                            |                            |
1110 625.147                  45.000  M   |      90.00000       4050.00|      70.00000       3150.00|     120.00000        5400.00
  250 MM PIPE SLEEVE                      |                            |                            |
1120 627.711               48505.000  M   |       0.23000      11156.15|       0.23000      11156.15|       0.30000       14551.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
1130 627.75                   29.000  M2  |      11.25000        326.25|      11.25000        326.25|      16.00000         464.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
1140 627.76                           LUMP|   10000.00000      10000.00|    7000.00000       7000.00|   16000.00000       16000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
1150 629.05                   80.000  HR  |      20.00000       1600.00|      18.00000       1440.00|      24.00000        1920.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1160 631.10                   18.000  HR  |      32.00000        576.00|      26.00000        468.00|      90.00000        1620.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
1170 631.11                   18.000  HR  |      23.00000        414.00|      18.00000        324.00|      90.00000        1620.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
1180 631.12                  162.000  HR  |      91.00000      14742.00|      62.50000      10125.00|      90.00000       14580.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1190 631.13                  100.000  HR  |     104.00000      10400.00|      50.00000       5000.00|      90.00000        9000.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
1200 631.132                  36.000  HR  |      82.00000       2952.00|      40.00000       1440.00|      90.00000        3240.00
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
1210 631.14                  136.000  HR  |     152.00000      20672.00|      48.00000       6528.00|      50.00000        6800.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
1220 631.172                 136.000  HR  |     102.00000      13872.00|      38.00000       5168.00|      50.00000        6800.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1230 631.20                   70.000  HR  |      54.00000       3780.00|      95.00000       6650.00|     120.00000        8400.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1240 631.21                   36.000  HR  |      65.00000       2340.00|      45.00000       1620.00|     120.00000        4320.00
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 8
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000036             |(   2   ) 000079            |(   3  ) 000649
                                          |H E SARGENT, INC.           |R J GRONDIN & SONS, INC.    |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1250 631.22                  128.000  HR  |      91.00000      11648.00|      44.00000       5632.00|     120.00000       15360.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1260 631.32                   44.000  HR  |     186.00000       8184.00|     135.00000       5940.00|     150.00000        6600.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1270 631.36                  140.000  HR  |      53.00000       7420.00|      25.00000       3500.00|      50.00000        7000.00
  FOREPERSON                              |                            |                            |
1280 637.071                          LUMP|   50000.00000      50000.00|  100000.00000     100000.00|   75000.00000       75000.00
  DUST CONTROL                            |                            |                            |
1290 639.18                    1.000  EA  |   30000.00000      30000.00|    4000.00000       4000.00|   15000.00000       15000.00
  FIELD OFFICE TYPE A                     |                            |                            |
1300 639.21                           LUMP|    3600.00000       3600.00|    2500.00000       2500.00|    5000.00000        5000.00
  TESTING FACILITIES SOILS                |                            |                            |
1310 652.31                  126.000  EA  |      90.00000      11340.00|      25.00000       3150.00|      30.00000        3780.00
  TYPE I BARRICADE                        |                            |                            |
1320 652.311                 100.000  EA  |     110.00000      11000.00|      25.00000       2500.00|      30.00000        3000.00
  TYPE II BARRICADE                       |                            |                            |
1330 652.33                  235.000  EA  |      50.00000      11750.00|      40.00000       9400.00|      30.00000        7050.00
  DRUM                                    |                            |                            |
1340 652.34                  235.000  EA  |      18.00000       4230.00|      10.00000       2350.00|      12.00000        2820.00
  CONE                                    |                            |                            |
1350 652.35                  475.000  M2  |     129.00000      61275.00|      75.00000      35625.00|      40.00000       19000.00
  CONSTRUCTION SIGNS                      |                            |                            |
1360 652.361                1020.000  LS  |  120000.00000     120000.00|  135000.00000     135000.00|   20000.00000       20000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1370 652.38                10600.000  HR  |      19.00000     201400.00|      14.00000     148400.00|      12.00000      127200.00
  FLAGGER                                 |                            |                            |
1380 652.41                    4.000  EA  |    6100.00000      24400.00|   10000.00000      40000.00|   20000.00000       80000.00
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
1390 656.55                  340.000  M3  |      15.00000       5100.00|      15.00000       5100.00|      30.00000       10200.00
  DUMPED STONE                            |                            |                            |
1400 656.75                           LUMP|  180000.00000     180000.00|   30000.00000      30000.00|  150000.00000      150000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1410 657.24                  775.000  UN  |      12.50000       9687.50|       4.50000       3487.50|       0.01000           7.75
  SEEDING PITS                            |                            |                            |
1420 658.20                  108.000  M2  |      12.00000       1296.00|      11.00000       1188.00|      15.00000        1620.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1430 659.10                           LUMP|  743143.00000     743143.00|  976747.00000     976747.00| 1080000.00000     1080000.00
  MOBILIZATION                            |                            |                            |
1440 660.21                 4000.000  HR  |       1.00000       4000.00|       1.00000       4000.00|       2.00000        8000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  9,574,000.40|             $  9,772,463.95|              $ 10,908,677.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  9,574,000.40|             $  9,772,463.95|              $ 10,908,677.25
====================================================================================================================================
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 9
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   4  ) 001094             |(   5   ) 000059            |(      )
                                          |K & K EXCAVATION, INC.      |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                   19.000  HA  |    7900.00000     150100.00|   12500.00000     237500.00|
  CLEARING                                |                            |                            |
0020 201.23                   52.000  EA  |     300.00000      15600.00|     150.00000       7800.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   67.000  EA  |     200.00000      13400.00|     150.00000      10050.00|
  REMOVING STUMP                          |                            |                            |
0040 201.25                   12.000  EA  |     400.00000       4800.00|     300.00000       3600.00|
  TREE BARRIER                            |                            |                            |
0050 202.191                          LUMP|    3000.00000       3000.00|  125000.00000     125000.00|
  REMOVING EXISTING PIPE                  |                            |                            |
0060 202.202                3250.000  M2  |       3.50000      11375.00|       3.00000       9750.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0070 202.203                1193.000  M2  |      16.00000      19088.00|      27.50000      32807.50|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0080 203.20               198250.000  M3  |       7.40000    1467050.00|       9.40000    1863550.00|
  COMMON EXCAVATION                       |                            |                            |
0090 203.21               114540.000  M3  |      14.00000    1603560.00|       9.40000    1076676.00|
  ROCK EXCAVATION                         |                            |                            |
0100 203.211               14450.000  M   |      20.00000     289000.00|      15.00000     216750.00|
  PRESPLITTING ROCK                       |                            |                            |
0110 203.232                2100.000  M3  |      10.00000      21000.00|       8.50000      17850.00|
  MITIGATION EXCAVATION                   |                            |                            |
0120 203.25                13640.000  M3  |       9.00000     122760.00|      10.00000     136400.00|
  GRANULAR BORROW                         |                            |                            |
0130 206.061                 137.000  M3  |      30.00000       4110.00|      10.00000       1370.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0140 206.07                  700.000  M3  |      60.00000      42000.00|      50.00000      35000.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0150 211.20                  525.000  M   |       8.00000       4200.00|       8.50000       4462.50|
  INSLOPE EXCAVATION                      |                            |                            |
0160 211.30                 2875.000  M   |       7.50000      21562.50|      10.50000      30187.50|
  DITCH EXCAVATION                        |                            |                            |
0170 304.08                  980.000  M3  |      17.00000      16660.00|      13.50000      13230.00|
  AGGREGATE BASE COURSE - SCREENED        |                            |                            |
0180 304.10                95300.000  M3  |      17.00000    1620100.00|      14.00000    1334200.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0190 308.40                11250.000  M2  |       6.00000      67500.00|       6.00000      67500.00|
  PLANT MIX RECYCLED ASPHALT PAVEMENT     |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 10
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   4  ) 001094             |(   5   ) 000059            |(      )
                                          |K & K EXCAVATION, INC.      |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 403.207               35700.000  MG  |      44.00000    1570800.00|      38.00000    1356600.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0210 403.208               14850.000  MG  |      44.00000     653400.00|      38.00000     564300.00|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0220 403.209                 475.000  MG  |      91.00000      43225.00|      85.00000      40375.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0230 403.210                3150.000  MG  |      44.00000     138600.00|      38.00000     119700.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0240 403.211                 580.000  MG  |      51.00000      29580.00|      45.00000      26100.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0250 409.15                 2372.000  L   |       2.00000       4744.00|       2.00000       4744.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0260 603.15                  162.000  M   |      75.00000      12150.00|      80.00000      12960.00|
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0270 603.159                  79.000  M   |      75.00000       5925.00|     130.00000      10270.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.16                  437.000  M   |      80.00000      34960.00|      85.00000      37145.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0290 603.169                 135.000  M   |      80.00000      10800.00|     140.00000      18900.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.17                  121.000  M   |      95.00000      11495.00|      90.00000      10890.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0310 603.179                 421.000  M   |     140.00000      58940.00|     150.00000      63150.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0320 603.19                   51.000  M   |     155.00000       7905.00|     100.00000       5100.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0330 603.199                 204.000  M   |     190.00000      38760.00|     150.00000      30600.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0340 603.209                 424.000  M   |     210.00000      89040.00|     160.00000      67840.00|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0350 603.219                  45.000  M   |     250.00000      11250.00|     170.00000       7650.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0360 603.229                  29.000  M   |     375.00000      10875.00|     250.00000       7250.00|
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0370 603.279                  66.000  M   |     700.00000      46200.00|     450.00000      29700.00|
  1800 MM CULVERT PIPE OPTION III         |                            |                            |
0380 604.072                   6.000  EA  |    1200.00000       7200.00|    1500.00000       9000.00|
  CATCH BASIN TYPE A1-C                   |                            |                            |
0390 604.092                  23.000  EA  |    1300.00000      29900.00|    1500.00000      34500.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 11
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   4  ) 001094             |(   5   ) 000059            |(      )
                                          |K & K EXCAVATION, INC.      |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 604.096                   7.000  EA  |    3000.00000      21000.00|    2250.00000      15750.00|
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0410 604.11                    6.000  EA  |    1500.00000       9000.00|    1500.00000       9000.00|
  CATCH BASIN TYPE C1                     |                            |                            |
0420 604.15                    1.000  EA  |    1500.00000       1500.00|    2250.00000       2250.00|
  MANHOLE                                 |                            |                            |
0430 604.153                   1.000  EA  |    2500.00000       2500.00|    3000.00000       3000.00|
  1500 MM MANHOLE                         |                            |                            |
0440 604.244                  14.000  EA  |    1000.00000      14000.00|    1100.00000      15400.00|
  CATCH BASIN TYPE F4                     |                            |                            |
0450 604.246                   7.000  EA  |    1000.00000       7000.00|    1100.00000       7700.00|
  CATCH BASIN TYPE F5                     |                            |                            |
0460 604.249                   2.000  EA  |    1250.00000       2500.00|    1200.00000       2400.00|
  CATCH BASIN TYPE F6-C                   |                            |                            |
0470 605.09                  607.000  M   |      51.00000      30957.00|      50.00000      30350.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0480 605.11                 1309.000  M   |      80.00000     104720.00|      70.00000      91630.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0490 605.12                  574.000  M   |      89.00000      51086.00|      75.00000      43050.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0500 605.13                  145.000  M   |     105.00000      15225.00|      90.00000      13050.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0510 605.17                   53.000  M   |     150.00000       7950.00|     150.00000       7950.00|
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0520 606.151                 103.000  M   |      67.00000       6901.00|      45.00000       4635.00|
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0530 606.23                  840.000  M   |      38.00000      31920.00|      35.00000      29400.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0540 606.265                   2.000  EA  |      25.00000         50.00|      50.00000        100.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0550 606.35                   28.000  EA  |      25.00000        700.00|      40.00000       1120.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0560 606.363                  27.000  M   |       4.00000        108.00|      10.00000        270.00|
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0570 606.47                   77.000  EA  |      48.00000       3696.00|      50.00000       3850.00|
  SINGLE WOOD POST                        |                            |                            |
0580 606.51                    9.000  EA  |     260.00000       2340.00|     300.00000       2700.00|
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0590 606.55                   80.000  M   |      38.00000       3040.00|      35.00000       2800.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 12
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   4  ) 001094             |(   5   ) 000059            |(      )
                                          |K & K EXCAVATION, INC.      |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 606.59                    4.000  M   |      50.00000        200.00|      50.00000        200.00|
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0610 606.60                    4.000  M   |      50.00000        200.00|      50.00000        200.00|
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0620 606.611                   9.000  M   |     110.00000        990.00|     110.00000        990.00|
  TIMBER GUARDRAIL                        |                            |                            |
0630 606.76                    4.000  EA  |    1500.00000       6000.00|    1300.00000       5200.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0640 606.79                    7.000  EA  |    1600.00000      11200.00|    1400.00000       9800.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0650 606.80                    1.000  EA  |    5000.00000       5000.00|    7500.00000       7500.00|
  BURIED-IN-SLOPE GUARDRAIL END           |                            |                            |
0660 607.09                 9775.000  M   |      18.50000     180837.50|      12.00000     117300.00|
  WOVEN WIRE FENCE - METAL POSTS          |                            |                            |
0670 607.24                  350.000  M   |      38.00000      13300.00|      25.00000       8750.00|
  REMOVE AND RESET FENCE                  |                            |                            |
0680 607.291                  83.000  M   |     100.00000       8300.00|     100.00000       8300.00|
  REMOVE AND RESET STONE WALL             |                            |                            |
0690 607.32                   52.000  EA  |     245.00000      12740.00|     100.00000       5200.00|
  BRACING ASSEMBLY TYPE I - METAL POSTS   |                            |                            |
0700 607.33                  114.000  EA  |     325.00000      37050.00|     120.00000      13680.00|
  BRACING ASSEMBLY TYPE II - METAL POSTS  |                            |                            |
0710 608.07                  135.000  M2  |     100.00000      13500.00|      55.00000       7425.00|
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
0720 608.101                   2.000  EA  |    1000.00000       2000.00|    2500.00000       5000.00|
  GRANITE WALKWAY                         |                            |                            |
0730 609.11                  230.000  M   |      77.00000      17710.00|      75.00000      17250.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0740 609.234                  10.000  EA  |     135.00000       1350.00|     125.00000       1250.00|
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0750 609.31                 2160.000  M   |      12.00000      25920.00|      15.00000      32400.00|
  CURB TYPE 3                             |                            |                            |
0760 609.34                  114.000  M   |      65.00000       7410.00|      65.00000       7410.00|
  CURB TYPE 5                             |                            |                            |
0770 609.35                   12.000  M   |      85.00000       1020.00|     175.00000       2100.00|
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0780 610.08                 4620.000  M3  |      35.00000     161700.00|      45.00000     207900.00|
  PLAIN RIPRAP                            |                            |                            |
0790 610.18                 8215.000  M3  |      32.70000     268630.50|      18.50000     151977.50|
  STONE DITCH PROTECTION                  |                            |                            |
0800 612.06                  740.000  M2  |       6.00000       4440.00|       4.00000       2960.00|
  BITUMINOUS SEALING - BLACK              |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 13
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   4  ) 001094             |(   5   ) 000059            |(      )
                                          |K & K EXCAVATION, INC.      |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0810 613.319               17175.000  M2  |       2.75000      47231.25|       2.00000      34350.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0820 615.07                 7425.000  M3  |      19.00000     141075.00|      25.00000     185625.00|
  LOAM                                    |                            |                            |
0830 615.08                 1000.000  M3  |      25.00000      25000.00|      25.00000      25000.00|
  WETLANDS LOAM                           |                            |                            |
0840 615.09                 1000.000  M3  |      10.00000      10000.00|      10.00000      10000.00|
  TOPSOIL SALVAGE                         |                            |                            |
0850 618.1301                140.000  UN  |      13.00000       1820.00|      22.50000       3150.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0860 618.1401                825.000  UN  |      13.00000      10725.00|      12.50000      10312.50|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0870 618.1411                536.000  UN  |      15.00000       8040.00|      30.00000      16080.00|
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0880 618.143                  10.000  UN  |      55.00000        550.00|      10.00000        100.00|
  SPECIAL SEED MIX:                       |                            |                            |
0890 618.25                    5.000  M3  |      35.00000        175.00|      50.00000        250.00|
  APPLIED WATER                           |                            |                            |
0900 619.1201               1305.000  UN  |      12.00000      15660.00|       7.00000       9135.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0910 619.1401                100.000  M3  |      55.00000       5500.00|      35.00000       3500.00|
  EROSION CONTROL MIX                     |                            |                            |
0920 619.141                  30.000  UN  |      16.00000        480.00|      11.00000        330.00|
  SPECIAL MULCH                           |                            |                            |
0930 620.58                23475.000  M2  |       3.90000      91552.50|       1.00000      23475.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0940 621.01                 1500.000  EA  |       2.00000       3000.00|       7.50000      11250.00|
  EVERGREEN TREES (200 MM - 300 MM)       |                            |                            |
0950 621.025                 120.000  EA  |      72.00000       8640.00|      50.00000       6000.00|
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0960 621.026                  48.000  EA  |      66.00000       3168.00|      60.00000       2880.00|
  EVERGREEN TREES (900 MM - 1200 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0970 621.031                  36.000  EA  |      72.00000       2592.00|      55.00000       1980.00|
  EVERGREEN TREES (1200 MM - 1500 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0980 621.032                  12.000  EA  |     126.00000       1512.00|     115.00000       1380.00|
  EVERGREEN TREES (1200 MM - 1500 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
0990 621.033                  12.000  EA  |     126.00000       1512.00|     115.00000       1380.00|
  EVERGREEN TREES (1200 MM - 1500 MM)     |                            |                            |
  GROUP C                                 |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 14
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   4  ) 001094             |(   5   ) 000059            |(      )
                                          |K & K EXCAVATION, INC.      |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1000 621.037                  96.000  EA  |     200.00000      19200.00|     135.00000      12960.00|
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
1010 621.038                  60.000  EA  |     150.00000       9000.00|     150.00000       9000.00|
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
1020 621.044                  12.000  EA  |     100.00000       1200.00|     175.00000       2100.00|
  EVERGREEN TREES (1800 MM - 2400 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
1030 621.126                 177.000  EA  |     130.00000      23010.00|     105.00000      18585.00|
  SMALL DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
1040 621.196                 222.000  EA  |     256.00000      56832.00|     215.00000      47730.00|
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
1050 621.273                  55.000  EA  |     296.00000      16280.00|     275.00000      15125.00|
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
1060 621.51                  948.000  EA  |      29.00000      27492.00|      20.00000      18960.00|
  DECIDUOUS SHRUBS (375 MM - 450 MM)      |                            |                            |
1070 621.511                 516.000  EA  |      33.00000      17028.00|      22.00000      11352.00|
  HYBRID RHODODENDRON (450 MM - 600 MM)   |                            |                            |
1080 621.552                  36.000  EA  |      52.00000       1872.00|      30.00000       1080.00|
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
1090 621.558                  12.000  EA  |      53.00000        636.00|      60.00000        720.00|
  DECIDUOUS SHRUBS (1200 MM - 1500 MM)    |                            |                            |
  GROUP A                                 |                            |                            |
1100 621.80                           LUMP|   10000.00000      10000.00|   25000.00000      25000.00|
  ESTABLISHMENT PERIOD                    |                            |                            |
1110 625.147                  45.000  M   |     100.00000       4500.00|     100.00000       4500.00|
  250 MM PIPE SLEEVE                      |                            |                            |
1120 627.711               48505.000  M   |       0.50000      24252.50|       0.25000      12126.25|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
1130 627.75                   29.000  M2  |      40.00000       1160.00|      12.50000        362.50|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
1140 627.76                           LUMP|   13000.00000      13000.00|   10000.00000      10000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 15
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   4  ) 001094             |(   5   ) 000059            |(      )
                                          |K & K EXCAVATION, INC.      |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1150 629.05                   80.000  HR  |      25.00000       2000.00|      35.00000       2800.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1160 631.10                   18.000  HR  |      40.00000        720.00|      60.00000       1080.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
1170 631.11                   18.000  HR  |      30.00000        540.00|      60.00000       1080.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
1180 631.12                  162.000  HR  |     100.00000      16200.00|     135.00000      21870.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1190 631.13                  100.000  HR  |      75.00000       7500.00|     135.00000      13500.00|
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
1200 631.132                  36.000  HR  |      60.00000       2160.00|     110.00000       3960.00|
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
1210 631.14                  136.000  HR  |      75.00000      10200.00|     135.00000      18360.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
1220 631.172                 136.000  HR  |      45.00000       6120.00|      65.00000       8840.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1230 631.20                   70.000  HR  |     100.00000       7000.00|     250.00000      17500.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1240 631.21                   36.000  HR  |      50.00000       1800.00|      75.00000       2700.00|
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
1250 631.22                  128.000  HR  |      75.00000       9600.00|     125.00000      16000.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1260 631.32                   44.000  HR  |     110.00000       4840.00|     300.00000      13200.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1270 631.36                  140.000  HR  |      35.00000       4900.00|      40.00000       5600.00|
  FOREPERSON                              |                            |                            |
1280 637.071                          LUMP|   15000.00000      15000.00|  150000.00000     150000.00|
  DUST CONTROL                            |                            |                            |
1290 639.18                    1.000  EA  |   20000.00000      20000.00|   25000.00000      25000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
1300 639.21                           LUMP|    4000.00000       4000.00|   15000.00000      15000.00|
  TESTING FACILITIES SOILS                |                            |                            |
1310 652.31                  126.000  EA  |      40.00000       5040.00|      50.00000       6300.00|
  TYPE I BARRICADE                        |                            |                            |
1320 652.311                 100.000  EA  |      40.00000       4000.00|      50.00000       5000.00|
  TYPE II BARRICADE                       |                            |                            |
1330 652.33                  235.000  EA  |      50.00000      11750.00|      75.00000      17625.00|
  DRUM                                    |                            |                            |
1340 652.34                  235.000  EA  |      15.00000       3525.00|      25.00000       5875.00|
  CONE                                    |                            |                            |
     LETTING DATE : 01/29/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/30/03
                                                                                                                   PAGE : 16
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 003517.31A
                                                          =========
====================================================================================================================================
                                          |(   4  ) 001094             |(   5   ) 000059            |(      )
                                          |K & K EXCAVATION, INC.      |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1350 652.35                  475.000  M2  |      80.00000      38000.00|      50.00000      23750.00|
  CONSTRUCTION SIGNS                      |                            |                            |
1360 652.361                1020.000  LS  |   16000.00000      16000.00|  350000.00000     350000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1370 652.38                10600.000  HR  |      13.00000     137800.00|      15.50000     164300.00|
  FLAGGER                                 |                            |                            |
1380 652.41                    4.000  EA  |   10000.00000      40000.00|   12500.00000      50000.00|
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
1390 656.55                  340.000  M3  |      40.00000      13600.00|      50.00000      17000.00|
  DUMPED STONE                            |                            |                            |
1400 656.75                           LUMP|   40000.00000      40000.00|  130000.00000     130000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1410 657.24                  775.000  UN  |      20.00000      15500.00|      10.00000       7750.00|
  SEEDING PITS                            |                            |                            |
1420 658.20                  108.000  M2  |      15.00000       1620.00|      12.50000       1350.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1430 659.10                           LUMP|  466784.25000     466784.25| 1100000.00000    1100000.00|
  MOBILIZATION                            |                            |                            |
1440 660.21                 4000.000  HR  |       1.00000       4000.00|       1.00000       4000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $ 10,922,200.00|             $ 11,314,873.25|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $ 10,922,200.00|             $ 11,314,873.25|              $
====================================================================================================================================