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     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 1
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011028.00                                     COMPLETION DATE : 11/04/06
                                                           =========
   PROJECT(S):  STP-1102(800)X          LOCATION(S): NASHVILLE PLT-PORTAGE LAKE, HIGHWAYEIMPROVEMENTSTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  NASHVILLE PLT-PORTAGE LAKE, HIGHWAY IMPROVEMENTS                              NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000120         ED PELLETIER & SONS, CO.                                                   $     1,773,955.00  100.0000%
   2   000273         SODERBERG COMPANY, INC.                                                    $     1,847,970.00  104.1723%
   3   000707         SARGENT CORPORATION                                                        $     2,060,783.95  116.1689%
   4   000490         MCGILLAN, INC.                                                             $     2,347,626.00  132.3385%
====================================================================================================================================
                                          |(   1  ) 000120              |(   2  ) 000273              |(   3  ) 000707
                                          |ED PELLETIER & SONS, CO.     |SODERBERG COMPANY, INC.      |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY I
                                          |                             |                             |
0010 201.11                   1.000  AC   |    3000.00000        3000.00|    7000.00000        7000.00|    5000.00000        5000.00
  CLEARING                                |                             |                             |
0020 203.20               22690.000  CY   |       7.85000      178116.50|       7.50000      170175.00|       8.50000      192865.00
  COMMON EXCAVATION                       |                             |                             |
0030 203.21                2270.000  CY   |      24.00000       54480.00|      30.00000       68100.00|      32.00000       72640.00
  ROCK EXCAVATION                         |                             |                             |
0040 203.25                 880.000  CY   |      16.50000       14520.00|      15.00000       13200.00|      18.50000       16280.00
  GRANULAR BORROW                         |                             |                             |
0050 206.061                 50.000  CY   |      25.00000        1250.00|      20.00000        1000.00|      24.00000        1200.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0060 206.07                 190.000  CY   |      80.00000       15200.00|      90.00000       17100.00|     120.00000       22800.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0070 304.103                250.000  CY   |      18.00000        4500.00|      24.00000        6000.00|      20.00000        5000.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                             |                             |
  MEASURE)                                |                             |                             |
0080 304.13               15310.000  CY   |      19.50000      298545.00|      23.00000      352130.00|      30.00000      459300.00
  DENSE GRADED CRUSHED AGGREGATE SUBBASE  |                             |                             |
0090 307.32               10270.000  SY   |       5.40000       55458.00|       3.00000       30810.00|       3.50000       35945.00
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                             |                             |
  MAINELINE TRAVELWAY)                    |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 2
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011028.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000120              |(   2   ) 000273             |(   3  ) 000707
                                          |ED PELLETIER & SONS, CO.     |SODERBERG COMPANY, INC.      |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 403.207               2970.000  T    |      70.25000      208642.50|      69.00000      204930.00|      73.65000      218740.50
  HOT MIX ASPHALT 19.0 MM HMA             |                             |                             |
0110 403.209                130.000  T    |     130.00000       16900.00|     125.00000       16250.00|     137.50000       17875.00
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0120 403.210               2160.000  T    |      71.75000      154980.00|      71.00000      153360.00|      75.35000      162756.00
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0130 403.213               3020.000  T    |      71.00000      214420.00|      70.00000      211400.00|      74.50000      224990.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0140 409.15                1765.000  G    |       5.50000        9707.50|       6.00000       10590.00|       5.78000       10201.70
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0150 411.10                 200.000  CY   |      28.00000        5600.00|      40.00000        8000.00|      24.00000        4800.00
  UNTREATED AGGREGATE SURFACE COURSE      |                             |                             |
  (TRUCK MEASURE)                         |                             |                             |
0160 603.16                  40.000  LF   |      35.00000        1400.00|      35.00000        1400.00|      30.60000        1224.00
  15 INCH CULVERT PIPE OPTION I           |                             |                             |
0170 603.17                 668.000  LF   |      35.50000       23714.00|      40.00000       26720.00|      35.60000       23780.80
  18 INCH CULVERT PIPE OPTION I           |                             |                             |
0180 603.179                 53.000  LF   |      44.00000        2332.00|      65.00000        3445.00|      51.30000        2718.90
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0190 603.19                 246.000  LF   |      49.50000       12177.00|      45.00000       11070.00|      48.30000       11881.80
  24 INCH CULVERT PIPE OPTION I           |                             |                             |
0200 603.199                 55.000  LF   |      60.00000        3300.00|      70.00000        3850.00|      63.65000        3500.75
  24 INCH CULVERT PIPE OPTION III         |                             |                             |
0210 603.209                115.000  LF   |      70.00000        8050.00|     130.00000       14950.00|      83.00000        9545.00
  30 INCH CULVERT PIPE OPTION III         |                             |                             |
0220 603.77                   1.000  EA   |     385.00000         385.00|     500.00000         500.00|     585.00000         585.00
  15 INCH INLET GRATE UNIT                |                             |                             |
0230 603.78                   1.000  EA   |     565.00000         565.00|     800.00000         800.00|     795.00000         795.00
  18 INCH INLET GRATE UNIT                |                             |                             |
0240 603.80                   1.000  EA   |     900.00000         900.00|    1200.00000        1200.00|    1320.00000        1320.00
  24 INCH INLET GRATE UNIT                |                             |                             |
0250 604.092                  6.000  EA   |    2150.00000       12900.00|    2300.00000       13800.00|    2800.00000       16800.00
  CATCH BASIN TYPE B1-C                   |                             |                             |
0260 605.09                 390.000  LF   |      28.50000       11115.00|      30.00000       11700.00|      28.80000       11232.00
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0270 605.10                  18.000  LF   |      35.00000         630.00|      40.00000         720.00|      28.80000         518.40
  6 INCH UNDERDRAIN OUTLET                |                             |                             |
0280 605.12                 792.000  LF   |      38.75000       30690.00|      35.00000       27720.00|      41.30000       32709.60
  15 INCH UNDERDRAIN TYPE C               |                             |                             |
0290 605.13                 192.000  LF   |      45.25000        8688.00|      50.00000        9600.00|      49.00000        9408.00
  18 INCH UNDERDRAIN TYPE C               |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 3
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011028.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000120              |(   2   ) 000273             |(   3  ) 000707
                                          |ED PELLETIER & SONS, CO.     |SODERBERG COMPANY, INC.      |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 605.15                 370.000  LF   |      50.50000       18685.00|      70.00000       25900.00|      62.50000       23125.00
  24 INCH UNDERDRAIN TYPE C               |                             |                             |
0310 606.23                1250.000  LF   |      14.75000       18437.50|      15.00000       18750.00|      15.60000       19500.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0320 606.353                  8.000  EA   |      30.00000         240.00|      35.00000         280.00|      33.00000         264.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0330 606.355                  5.000  EA   |      25.00000         125.00|      25.00000         125.00|      22.00000         110.00
  GUARDRAIL MOWING DELINEATORS            |                             |                             |
0340 606.79                   4.000  EA   |    2350.00000        9400.00|    2200.00000        8800.00|    2095.00000        8380.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0350 609.31                1230.000  LF   |       8.60000       10578.00|       8.00000        9840.00|       8.25000       10147.50
  CURB TYPE 3                             |                             |                             |
0360 610.08                  75.000  CY   |      50.00000        3750.00|      50.00000        3750.00|      50.00000        3750.00
  PLAIN RIPRAP                            |                             |                             |
0370 610.18                 580.000  CY   |      13.75000        7975.00|      40.00000       23200.00|      45.00000       26100.00
  STONE DITCH PROTECTION                  |                             |                             |
0380 613.319               3000.000  SY   |       2.00000        6000.00|       2.00000        6000.00|       2.00000        6000.00
  EROSION CONTROL BLANKET                 |                             |                             |
0390 615.07                 220.000  CY   |      13.00000        2860.00|      30.00000        6600.00|       8.00000        1760.00
  LOAM                                    |                             |                             |
0400 618.1301                35.000  UN   |      25.00000         875.00|      25.00000         875.00|      24.00000         840.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0410 618.1401               200.000  UN   |      25.00000        5000.00|      20.00000        4000.00|      20.00000        4000.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0420 619.1201               235.000  UN   |      15.00000        3525.00|      12.00000        2820.00|      18.00000        4230.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0430 620.54                6540.000  SY   |       1.80000       11772.00|       2.00000       13080.00|       1.50000        9810.00
  STABILIZATION GEOTEXTILE                |                             |                             |
0440 620.58                1800.000  SY   |       2.00000        3600.00|       2.00000        3600.00|       1.50000        2700.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0450 627.76                          LUMP |    5750.00000        5750.00|    6000.00000        6000.00|    8000.00000        8000.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0460 629.05                  20.000  HR   |      28.00000         560.00|      28.00000         560.00|      28.00000         560.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0470 631.10                  10.000  HR   |      45.00000         450.00|      40.00000         400.00|      30.00000         300.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0480 631.11                  10.000  HR   |      35.00000         350.00|      40.00000         400.00|      36.00000         360.00
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0490 631.12                  10.000  HR   |     100.00000        1000.00|     125.00000        1250.00|     120.00000        1200.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 4
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011028.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000120              |(   2   ) 000273             |(   3  ) 000707
                                          |ED PELLETIER & SONS, CO.     |SODERBERG COMPANY, INC.      |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0500 631.132                 20.000  HR   |      80.00000        1600.00|      80.00000        1600.00|     100.00000        2000.00
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                             |                             |
0510 631.14                  10.000  HR   |     100.00000        1000.00|     100.00000        1000.00|     120.00000        1200.00
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0520 631.172                 20.000  HR   |      60.00000        1200.00|      60.00000        1200.00|      52.00000        1040.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0530 639.19                   1.000  EA   |    8000.00000        8000.00|   10000.00000       10000.00|    8000.00000        8000.00
  FIELD OFFICE TYPE B                     |                             |                             |
0540 652.38                3190.000  HR   |      17.80000       56782.00|      18.00000       57420.00|      18.00000       57420.00
  FLAGGER                                 |                             |                             |
0550 652.39                          LUMP |   36580.00000       36580.00|   40000.00000       40000.00|   32500.00000       32500.00
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0560 656.75                          LUMP |   29695.00000       29695.00|   25000.00000       25000.00|   45000.00000       45000.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0570 659.10                          LUMP |  176000.00000      176000.00|  178000.00000      178000.00|  206075.00000      206075.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $     1,773,955.00|           $     1,847,970.00|           $     2,060,783.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     1,773,955.00|           $     1,847,970.00|           $     2,060,783.95
====================================================================================================================================
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 5
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011028.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000490              |(       )                    |(      )
                                          |MCGILLAN, INC.               |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY I
                                          |                             |                             |
0010 201.11                   1.000  AC   |   12000.00000       12000.00|                             |
  CLEARING                                |                             |                             |
0020 203.20               22690.000  CY   |      13.50000      306315.00|                             |
  COMMON EXCAVATION                       |                             |                             |
0030 203.21                2270.000  CY   |      50.00000      113500.00|                             |
  ROCK EXCAVATION                         |                             |                             |
0040 203.25                 880.000  CY   |      30.00000       26400.00|                             |
  GRANULAR BORROW                         |                             |                             |
0050 206.061                 50.000  CY   |      30.00000        1500.00|                             |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0060 206.07                 190.000  CY   |     130.00000       24700.00|                             |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0070 304.103                250.000  CY   |      30.00000        7500.00|                             |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                             |                             |
  MEASURE)                                |                             |                             |
0080 304.13               15310.000  CY   |      30.00000      459300.00|                             |
  DENSE GRADED CRUSHED AGGREGATE SUBBASE  |                             |                             |
0090 307.32               10270.000  SY   |       4.50000       46215.00|                             |
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                             |                             |
  MAINELINE TRAVELWAY)                    |                             |                             |
0100 403.207               2970.000  T    |      72.00000      213840.00|                             |
  HOT MIX ASPHALT 19.0 MM HMA             |                             |                             |
0110 403.209                130.000  T    |     150.00000       19500.00|                             |
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0120 403.210               2160.000  T    |      73.00000      157680.00|                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0130 403.213               3020.000  T    |      72.00000      217440.00|                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0140 409.15                1765.000  G    |       6.00000       10590.00|                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0150 411.10                 200.000  CY   |      35.00000        7000.00|                             |
  UNTREATED AGGREGATE SURFACE COURSE      |                             |                             |
  (TRUCK MEASURE)                         |                             |                             |
0160 603.16                  40.000  LF   |      45.00000        1800.00|                             |
  15 INCH CULVERT PIPE OPTION I           |                             |                             |
0170 603.17                 668.000  LF   |      55.00000       36740.00|                             |
  18 INCH CULVERT PIPE OPTION I           |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 6
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011028.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000490              |(       )                    |(      )
                                          |MCGILLAN, INC.               |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0180 603.179                 53.000  LF   |      55.00000        2915.00|                             |
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0190 603.19                 246.000  LF   |      65.00000       15990.00|                             |
  24 INCH CULVERT PIPE OPTION I           |                             |                             |
0200 603.199                 55.000  LF   |      65.00000        3575.00|                             |
  24 INCH CULVERT PIPE OPTION III         |                             |                             |
0210 603.209                115.000  LF   |      75.00000        8625.00|                             |
  30 INCH CULVERT PIPE OPTION III         |                             |                             |
0220 603.77                   1.000  EA   |     350.00000         350.00|                             |
  15 INCH INLET GRATE UNIT                |                             |                             |
0230 603.78                   1.000  EA   |     500.00000         500.00|                             |
  18 INCH INLET GRATE UNIT                |                             |                             |
0240 603.80                   1.000  EA   |     900.00000         900.00|                             |
  24 INCH INLET GRATE UNIT                |                             |                             |
0250 604.092                  6.000  EA   |    2500.00000       15000.00|                             |
  CATCH BASIN TYPE B1-C                   |                             |                             |
0260 605.09                 390.000  LF   |      25.00000        9750.00|                             |
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0270 605.10                  18.000  LF   |      30.00000         540.00|                             |
  6 INCH UNDERDRAIN OUTLET                |                             |                             |
0280 605.12                 792.000  LF   |      40.00000       31680.00|                             |
  15 INCH UNDERDRAIN TYPE C               |                             |                             |
0290 605.13                 192.000  LF   |      48.00000        9216.00|                             |
  18 INCH UNDERDRAIN TYPE C               |                             |                             |
0300 605.15                 370.000  LF   |      56.00000       20720.00|                             |
  24 INCH UNDERDRAIN TYPE C               |                             |                             |
0310 606.23                1250.000  LF   |      16.00000       20000.00|                             |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0320 606.353                  8.000  EA   |      40.00000         320.00|                             |
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0330 606.355                  5.000  EA   |      30.00000         150.00|                             |
  GUARDRAIL MOWING DELINEATORS            |                             |                             |
0340 606.79                   4.000  EA   |    2500.00000       10000.00|                             |
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0350 609.31                1230.000  LF   |      10.00000       12300.00|                             |
  CURB TYPE 3                             |                             |                             |
0360 610.08                  75.000  CY   |      55.00000        4125.00|                             |
  PLAIN RIPRAP                            |                             |                             |
0370 610.18                 580.000  CY   |      50.00000       29000.00|                             |
  STONE DITCH PROTECTION                  |                             |                             |
0380 613.319               3000.000  SY   |       2.00000        6000.00|                             |
  EROSION CONTROL BLANKET                 |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 7
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011028.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000490              |(       )                    |(      )
                                          |MCGILLAN, INC.               |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0390 615.07                 220.000  CY   |      30.00000        6600.00|                             |
  LOAM                                    |                             |                             |
0400 618.1301                35.000  UN   |      25.00000         875.00|                             |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0410 618.1401               200.000  UN   |      25.00000        5000.00|                             |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0420 619.1201               235.000  UN   |      25.00000        5875.00|                             |
  MULCH - PLAN QUANTITY                   |                             |                             |
0430 620.54                6540.000  SY   |       2.00000       13080.00|                             |
  STABILIZATION GEOTEXTILE                |                             |                             |
0440 620.58                1800.000  SY   |       2.00000        3600.00|                             |
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0450 627.76                          LUMP |   15000.00000       15000.00|                             |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0460 629.05                  20.000  HR   |      40.00000         800.00|                             |
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0470 631.10                  10.000  HR   |      50.00000         500.00|                             |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0480 631.11                  10.000  HR   |      40.00000         400.00|                             |
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0490 631.12                  10.000  HR   |     100.00000        1000.00|                             |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0500 631.132                 20.000  HR   |      80.00000        1600.00|                             |
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                             |                             |
0510 631.14                  10.000  HR   |     100.00000        1000.00|                             |
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0520 631.172                 20.000  HR   |      60.00000        1200.00|                             |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0530 639.19                   1.000  EA   |   10000.00000       10000.00|                             |
  FIELD OFFICE TYPE B                     |                             |                             |
0540 652.38                3190.000  HR   |      18.00000       57420.00|                             |
  FLAGGER                                 |                             |                             |
0550 652.39                          LUMP |   60000.00000       60000.00|                             |
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0560 656.75                          LUMP |   60000.00000       60000.00|                             |
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0570 659.10                          LUMP |  240000.00000      240000.00|                             |
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $     2,347,626.00|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     2,347,626.00|           $             0.00|           $
====================================================================================================================================