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     LETTING DATE : 04/28/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/28/04
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010207.00                                     COMPLETION DATE : 10/31/04
                                                           =========
   PROJECT(S):  STP-1020(700)X          LOCATION(S): ALTON                          MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY IMPROVEMENT (CHIP)                                                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  2,026,121.20     100.0000%
   2   000304         LOU SILVER INC.                                                        $  2,066,539.73     101.9949%
   3   000010         THOMAS DICENZO, INC.                                                   $  2,184,371.00     107.8105%
   4   000014         FARRIN BROS. & SMITH, INC.                                             $  2,306,000.00     113.8135%
   5   000649         SARGENT & SARGENT, INC.                                                $  2,361,227.00     116.5393%
   6   000036         H E SARGENT, INC.                                                      $  2,575,500.00     127.1148%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000304             |(   3  ) 000010
                                          |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.             |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    6.000  EA  |     290.00000       1740.00|     490.00000       2940.00|     300.00000        1800.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 202.203                  75.000  M2  |      12.00000        900.00|      12.00000        900.00|      25.00000        1875.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.2001              11130.000  M3  |       9.32000     103731.60|      10.38000     115529.40|      11.00000      122430.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0040 211.21                 4370.000  M   |       7.00000      30590.00|       9.40000      41078.00|      10.00000       43700.00
  INSLOPE REHABILITATION                  |                            |                            |
0050 211.30                 2220.000  M   |       7.75000      17205.00|       9.50000      21090.00|      11.00000       24420.00
  DITCH EXCAVATION                        |                            |                            |
0060 211.40                  970.000  M   |       9.00000       8730.00|      12.70000      12319.00|      18.00000       17460.00
  NEW DITCH EXCAVATION                    |                            |                            |
0070 304.104               16200.000  M3  |      16.00000     259200.00|      16.33000     264546.00|      13.00000      210600.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0080 310.23                62210.000  M2  |       7.35000     457243.50|       7.35000     457243.50|       7.85000      488348.50
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  75 MM DEPTH                             |                            |                            |
0090 403.209                 460.000  MG  |      95.00000      43700.00|      95.00000      43700.00|     100.00000       46000.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 04/28/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/28/04
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010207.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000304            |(   3  ) 000010
                                          |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.             |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.210                4630.000  MG  |      43.90000     203257.00|      43.90000     203257.00|      45.00000      208350.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0110 403.213                6940.000  MG  |      42.50000     294950.00|      42.50000     294950.00|      45.00000      312300.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0120 409.15                10120.000  L   |       1.25000      12650.00|       1.25000      12650.00|       1.35000       13662.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 411.10                   80.000  M3  |      60.00000       4800.00|      46.40000       3712.00|      35.00000        2800.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0140 603.16                  220.000  M   |      87.00000      19140.00|      83.77000      18429.40|     115.00000       25300.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.179                  43.000  M   |     190.00000       8170.00|     213.92000       9198.56|     225.00000        9675.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0160 603.19                   21.200  M   |      93.00000       1971.60|     106.75000       2263.10|     225.00000        4770.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.199                  18.000  M   |     220.00000       3960.00|     216.52000       3897.36|     330.00000        5940.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.289                   6.200  M   |    1600.00000       9920.00|    1892.66000      11734.49|    2000.00000       12400.00
  2100 MM CULVERT PIPE OPTION III         |                            |                            |
0190 603.7315                 30.000  M   |      87.00000       2610.00|     211.62000       6348.60|     115.00000        3450.00
  REMOVE & RELAY 375 MM METAL PIPE        |                            |                            |
0200 604.092                   1.000  EA  |    3000.00000       3000.00|    2275.00000       2275.00|    2400.00000        2400.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0210 604.244                   1.000  EA  |    1500.00000       1500.00|    1110.00000       1110.00|    2400.00000        2400.00
  CATCH BASIN TYPE F4                     |                            |                            |
0220 605.09                  900.000  M   |      70.00000      63000.00|      74.25000      66825.00|     100.00000       90000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0230 606.23                 1700.000  M   |      32.00000      54400.00|      36.47000      61999.00|      38.00000       64600.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0240 606.231                  16.000  M   |      36.00000        576.00|      39.99000        639.84|      42.00000         672.00
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0250 606.232                  77.000  M   |      36.00000       2772.00|      39.99000       3079.23|      42.00000        3234.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0260 606.265                  12.000  EA  |      48.00000        576.00|      50.00000        600.00|      27.00000         324.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0270 606.35                   57.000  EA  |      23.00000       1311.00|      27.00000       1539.00|      26.00000        1482.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.364                 100.000  M   |      15.00000       1500.00|      17.22000       1722.00|      19.00000        1900.00
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
     LETTING DATE : 04/28/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/28/04
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010207.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000304            |(   3  ) 000010
                                          |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.             |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.47                   20.000  EA  |      30.00000        600.00|      35.00000        700.00|      21.00000         420.00
  SINGLE WOOD POST                        |                            |                            |
0300 606.754                  21.000  EA  |     950.00000      19950.00|     810.00000      17010.00|    1000.00000       21000.00
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0310 606.79                   21.000  EA  |    1400.00000      29400.00|    1800.00000      37800.00|    1400.00000       29400.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0320 609.31                  850.000  M   |      20.00000      17000.00|      15.00000      12750.00|      18.00000       15300.00
  CURB TYPE 3                             |                            |                            |
0330 610.08                  140.000  M3  |      60.00000       8400.00|      60.33000       8446.20|      75.00000       10500.00
  PLAIN RIPRAP                            |                            |                            |
0340 613.319                6460.000  M2  |       2.00000      12920.00|       2.00000      12920.00|       2.50000       16150.00
  EROSION CONTROL BLANKET                 |                            |                            |
0350 615.07                   50.000  M3  |      33.00000       1650.00|      47.35000       2367.50|      50.00000        2500.00
  LOAM                                    |                            |                            |
0360 618.1301                  5.000  UN  |      37.00000        185.00|      37.00000        185.00|      40.00000         200.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0370 618.1401                470.000  UN  |      11.45000       5381.50|      11.45000       5381.50|      12.00000        5640.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0380 619.1201                475.000  UN  |       6.00000       2850.00|       5.99000       2845.25|       6.50000        3087.50
  MULCH - PLAN QUANTITY                   |                            |                            |
0390 620.58                  312.000  M2  |       3.00000        936.00|       4.40000       1372.80|       3.00000         936.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0400 627.75                    3.000  M2  |      25.00000         75.00|     269.00000        807.00|     300.00000         900.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0410 627.76                           LUMP|    7600.00000       7600.00|    9500.00000       9500.00|   10000.00000       10000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0420 629.05                   40.000  HR  |      23.00000        920.00|      22.60000        904.00|      30.00000        1200.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0430 631.10                   10.000  HR  |      45.00000        450.00|      38.50000        385.00|      25.00000         250.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0440 631.11                   10.000  HR  |      10.00000        100.00|      15.00000        150.00|      35.00000         350.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0450 631.12                   40.000  HR  |     110.00000       4400.00|      85.00000       3400.00|      95.00000        3800.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0460 631.172                  80.000  HR  |      45.00000       3600.00|      45.50000       3640.00|      45.00000        3600.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0470 631.18                   30.000  HR  |      30.00000        900.00|      25.00000        750.00|      35.00000        1050.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
     LETTING DATE : 04/28/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/28/04
                                                                                                                   PAGE : 4
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010207.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000304            |(   3  ) 000010
                                          |LANE CONSTRUCTION CORP. (TH |LOU SILVER INC.             |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 631.20                   10.000  HR  |     100.00000       1000.00|     130.00000       1300.00|     120.00000        1200.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0490 631.32                   30.000  HR  |     150.00000       4500.00|     150.00000       4500.00|     150.00000        4500.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0500 639.19                    1.000  EA  |   10000.00000      10000.00|    5500.00000       5500.00|    8000.00000        8000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0510 652.38                 4400.000  HR  |      13.00000      57200.00|      13.00000      57200.00|      15.00000       66000.00
  FLAGGER                                 |                            |                            |
0520 652.39                           LUMP|   42000.00000      42000.00|   40150.00000      40150.00|   45000.00000       45000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0530 656.75                           LUMP|   65000.00000      65000.00|   28000.00000      28000.00|   45000.00000       45000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0540 659.10                           LUMP|  115000.00000     115000.00|  142000.00000     142000.00|  165095.00000      165095.00
  MOBILIZATION                            |                            |                            |
0550 660.21                 1000.000  HR  |       1.00000       1000.00|       1.00000       1000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,026,121.20|             $  2,066,539.73|              $  2,184,371.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,026,121.20|             $  2,066,539.73|              $  2,184,371.00
====================================================================================================================================
     LETTING DATE : 04/28/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/28/04
                                                                                                                   PAGE : 5
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010207.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000014             |(   5   ) 000649            |(   6  ) 000036
                                          |FARRIN BROS. & SMITH, INC.  |SARGENT & SARGENT, INC.     |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    6.000  EA  |     600.00000       3600.00|     250.00000       1500.00|    1000.00000        6000.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 202.203                  75.000  M2  |      12.00000        900.00|      12.00000        900.00|      12.00000         900.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.2001              11130.000  M3  |      18.00000     200340.00|      14.00000     155820.00|      15.00000      166950.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0040 211.21                 4370.000  M   |      10.00000      43700.00|       8.00000      34960.00|      23.00000      100510.00
  INSLOPE REHABILITATION                  |                            |                            |
0050 211.30                 2220.000  M   |      12.00000      26640.00|      10.00000      22200.00|      31.00000       68820.00
  DITCH EXCAVATION                        |                            |                            |
0060 211.40                  970.000  M   |      20.00000      19400.00|      15.00000      14550.00|      46.00000       44620.00
  NEW DITCH EXCAVATION                    |                            |                            |
0070 304.104               16200.000  M3  |      25.00000     405000.00|      21.00000     340200.00|      19.00000      307800.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0080 310.23                62210.000  M2  |       7.35000     457243.50|       7.00000     435470.00|       7.35000      457243.50
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  75 MM DEPTH                             |                            |                            |
0090 403.209                 460.000  MG  |      95.00000      43700.00|      97.00000      44620.00|      95.00000       43700.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 403.210                4630.000  MG  |      43.90000     203257.00|      46.00000     212980.00|      43.90000      203257.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0110 403.213                6940.000  MG  |      42.50000     294950.00|      44.00000     305360.00|      42.50000      294950.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0120 409.15                10120.000  L   |       1.25000      12650.00|       1.50000      15180.00|       1.25000       12650.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 411.10                   80.000  M3  |      60.00000       4800.00|      24.00000       1920.00|      15.00000        1200.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0140 603.16                  220.000  M   |     100.00000      22000.00|     100.00000      22000.00|     120.00000       26400.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.179                  43.000  M   |     220.00000       9460.00|     140.00000       6020.00|     125.00000        5375.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0160 603.19                   21.200  M   |     140.00000       2968.00|     140.00000       2968.00|     135.00000        2862.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.199                  18.000  M   |     230.00000       4140.00|     150.00000       2700.00|     145.00000        2610.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.289                   6.200  M   |    1700.00000      10540.00|    1000.00000       6200.00|    2500.00000       15500.00
  2100 MM CULVERT PIPE OPTION III         |                            |                            |
     LETTING DATE : 04/28/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/28/04
                                                                                                                   PAGE : 6
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010207.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000014             |(   5   ) 000649            |(   6  ) 000036
                                          |FARRIN BROS. & SMITH, INC.  |SARGENT & SARGENT, INC.     |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.7315                 30.000  M   |     100.00000       3000.00|     100.00000       3000.00|     120.00000        3600.00
  REMOVE & RELAY 375 MM METAL PIPE        |                            |                            |
0200 604.092                   1.000  EA  |    2000.00000       2000.00|    2400.00000       2400.00|    2000.00000        2000.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0210 604.244                   1.000  EA  |    1200.00000       1200.00|    1500.00000       1500.00|    1500.00000        1500.00
  CATCH BASIN TYPE F4                     |                            |                            |
0220 605.09                  900.000  M   |      80.00000      72000.00|      80.00000      72000.00|      70.00000       63000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0230 606.23                 1700.000  M   |      32.00000      54400.00|      36.00000      61200.00|      33.00000       56100.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0240 606.231                  16.000  M   |      36.00000        576.00|      40.00000        640.00|      36.00000         576.00
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0250 606.232                  77.000  M   |      36.00000       2772.00|      40.00000       3080.00|      36.00000        2772.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0260 606.265                  12.000  EA  |      48.00000        576.00|      52.00000        624.00|      50.00000         600.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0270 606.35                   57.000  EA  |      23.00000       1311.00|      27.00000       1539.00|      25.00000        1425.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.364                 100.000  M   |      15.00000       1500.00|      17.00000       1700.00|      16.40000        1640.00
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0290 606.47                   20.000  EA  |      30.00000        600.00|      35.00000        700.00|      47.00000         940.00
  SINGLE WOOD POST                        |                            |                            |
0300 606.754                  21.000  EA  |    1200.00000      25200.00|     750.00000      15750.00|     580.00000       12180.00
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0310 606.79                   21.000  EA  |    1400.00000      29400.00|    1800.00000      37800.00|    1350.00000       28350.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0320 609.31                  850.000  M   |      18.00000      15300.00|      18.00000      15300.00|      15.00000       12750.00
  CURB TYPE 3                             |                            |                            |
0330 610.08                  140.000  M3  |      75.00000      10500.00|      35.00000       4900.00|      46.00000        6440.00
  PLAIN RIPRAP                            |                            |                            |
0340 613.319                6460.000  M2  |       1.75000      11305.00|       2.00000      12920.00|       1.30000        8398.00
  EROSION CONTROL BLANKET                 |                            |                            |
0350 615.07                   50.000  M3  |      40.00000       2000.00|      15.00000        750.00|      36.00000        1800.00
  LOAM                                    |                            |                            |
0360 618.1301                  5.000  UN  |      45.00000        225.00|      24.00000        120.00|      37.00000         185.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0370 618.1401                470.000  UN  |      16.00000       7520.00|      14.00000       6580.00|      11.45000        5381.50
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 04/28/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/28/04
                                                                                                                   PAGE : 7
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010207.00
                                                           =========
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                                          |(   4  ) 000014             |(   5   ) 000649            |(   6  ) 000036
                                          |FARRIN BROS. & SMITH, INC.  |SARGENT & SARGENT, INC.     |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 619.1201                475.000  UN  |       7.00000       3325.00|       7.00000       3325.00|       5.99000        2845.25
  MULCH - PLAN QUANTITY                   |                            |                            |
0390 620.58                  312.000  M2  |       4.00000       1248.00|       1.00000        312.00|       1.52000         474.24
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0400 627.75                    3.000  M2  |     269.00000        807.00|      43.00000        129.00|     269.00000         807.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0410 627.76                           LUMP|    4000.00000       4000.00|    9000.00000       9000.00|    9500.00000        9500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0420 629.05                   40.000  HR  |      25.00000       1000.00|      24.00000        960.00|      25.00000        1000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0430 631.10                   10.000  HR  |      20.00000        200.00|      30.00000        300.00|      50.00000         500.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0440 631.11                   10.000  HR  |      20.00000        200.00|      30.00000        300.00|      50.00000         500.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0450 631.12                   40.000  HR  |      90.00000       3600.00|      95.00000       3800.00|     100.00000        4000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0460 631.172                  80.000  HR  |      45.00000       3600.00|      48.00000       3840.00|     100.00000        8000.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0470 631.18                   30.000  HR  |      35.00000       1050.00|      32.00000        960.00|      55.00000        1650.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0480 631.20                   10.000  HR  |      50.00000        500.00|      90.00000        900.00|      90.00000         900.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0490 631.32                   30.000  HR  |     150.00000       4500.00|     125.00000       3750.00|     175.00000        5250.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0500 639.19                    1.000  EA  |   10000.00000      10000.00|   15000.00000      15000.00|   10500.00000       10500.00
  FIELD OFFICE TYPE B                     |                            |                            |
0510 652.38                 4400.000  HR  |      16.00000      70400.00|      14.00000      61600.00|      13.25000       58300.00
  FLAGGER                                 |                            |                            |
0520 652.39                           LUMP|   40000.00000      40000.00|   25000.00000      25000.00|   90000.00000       90000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0530 656.75                           LUMP|   25000.00000      25000.00|  125000.00000     125000.00|  142788.51000      142788.51
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0540 659.10                           LUMP|  124896.50000     124896.50|  237000.00000     237000.00|  266500.00000      266500.00
  MOBILIZATION                            |                            |                            |
0550 660.21                 1000.000  HR  |       5.00000       5000.00|       2.00000       2000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,306,000.00|             $  2,361,227.00|              $  2,575,500.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,306,000.00|             $  2,361,227.00|              $  2,575,500.00
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