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     LETTING DATE : 02/26/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/26/03
                                                                                                                   PAGE : 1
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010254.00                                     COMPLETION DATE : 07/26/03
                                                           =========
   PROJECT(S):  NH-1025(400)E           LOCATION(S): Lisbon                         MAINE STATE DEPARTMENT OF TRANSPORTATION
                NH-1025(500)E                        Lisbon
                STP-1070(700)X                       Lisbon                        A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2                                                                       NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $    613,796.20     100.0000%
   2   000403         PRATT & SONS INC.                                                      $    659,601.76     107.4627%
   3   000272         A & V CONSTRUCTION, CORP.                                              $    725,326.00     118.1705%
   4   000094         HARRY C CROOKER & SONS, INC.                                           $    773,112.96     125.9560%
====================================================================================================================================
                                          |(   1  ) 000059             |(   2  ) 000403             |(   3  ) 000272
                                          |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.           |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   CATEGORY NUMBER 0001
                                          |                            |                            |
0010 202.203                2570.000  M2  |      15.00000      38550.00|      16.50000      42405.00|      20.00000       51400.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 204.41                 3170.000  M2  |       5.50000      17435.00|       7.75000      24567.50|       7.00000       22190.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0030 211.20                  250.000  M   |      12.00000       3000.00|       6.00000       1500.00|       8.00000        2000.00
  INSLOPE EXCAVATION                      |                            |                            |
0040 403.209                 286.000  MG  |      85.00000      24310.00|      93.50000      26741.00|     105.00000       30030.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0050 403.210                2855.000  MG  |      42.00000     119910.00|      46.20000     131901.00|      47.00000      134185.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0060 403.211                2190.000  MG  |      42.00000      91980.00|      46.20000     101178.00|      47.00000      102930.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0070 409.15                 5995.000  L   |       1.50000       8992.50|       1.65000       9891.75|       1.50000        8992.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 411.10                   20.000  M3  |      60.00000       1200.00|      55.00000       1100.00|      72.00000        1440.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0090 604.161                  17.000  EA  |     550.00000       9350.00|     750.00000      12750.00|     670.00000       11390.00
  ALTERING CATCH BASIN                    |                            |                            |
0100 604.18                    5.000  EA  |     350.00000       1750.00|     485.00000       2425.00|     450.00000        2250.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
     LETTING DATE : 02/26/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/26/03
                                                                                                                   PAGE : 2
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010254.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000403            |(   3  ) 000272
                                          |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.           |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 605.09                  330.000  M   |      70.00000      23100.00|      79.00000      26070.00|     140.00000       46200.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0120 605.10                    6.000  M   |      70.00000        420.00|      63.00000        378.00|     110.00000         660.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0130 606.17                  165.000  M   |      31.75000       5238.75|      34.65000       5717.25|      33.00000        5445.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0140 606.363                  62.000  M   |       6.75000        418.50|       7.22000        447.64|       8.00000         496.00
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0150 606.47                    5.000  EA  |      37.50000        187.50|      38.50000        192.50|      35.00000         175.00
  SINGLE WOOD POST                        |                            |                            |
0160 606.752                   4.000  EA  |     900.00000       3600.00|     750.00000       3000.00|    1200.00000        4800.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0170 606.76                    4.000  EA  |    1450.00000       5800.00|    1540.00000       6160.00|    1400.00000        5600.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0180 608.45                  600.000  M2  |      25.00000      15000.00|      25.00000      15000.00|      39.00000       23400.00
  CONSTRUCTING SIDEWALK                   |                            |                            |
0190 609.11                  310.000  M   |      85.00000      26350.00|      73.00000      22630.00|     110.00000       34100.00
  VERTICAL CURB TYPE 1                    |                            |                            |
0200 609.234                  16.000  EA  |     150.00000       2400.00|     180.00000       2880.00|     200.00000        3200.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0210 609.237                   7.000  EA  |     200.00000       1400.00|     250.00000       1750.00|     300.00000        2100.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0220 609.31                  860.000  M   |      15.00000      12900.00|      20.63000      17741.80|      23.00000       19780.00
  CURB TYPE 3                             |                            |                            |
0230 609.38                   45.000  M   |      75.00000       3375.00|      44.00000       1980.00|      79.00000        3555.00
  RESET CURB TYPE 1                       |                            |                            |
0240 610.08                   50.000  M3  |     125.00000       6250.00|     100.00000       5000.00|     120.00000        6000.00
  PLAIN RIPRAP                            |                            |                            |
0250 613.319                 400.000  M2  |       1.50000        600.00|       2.00000        800.00|       2.00000         800.00
  EROSION CONTROL BLANKET                 |                            |                            |
0260 615.07                  120.000  M3  |      65.00000       7800.00|      48.00000       5760.00|      46.00000        5520.00
  LOAM                                    |                            |                            |
0270 618.1401                 52.000  UN  |      16.00000        832.00|      17.60000        915.20|      21.00000        1092.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0280 619.1201                 52.000  UN  |       8.00000        416.00|       8.20000        426.40|      11.00000         572.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0290 620.58                  130.000  M2  |       2.50000        325.00|       2.00000        260.00|       2.00000         260.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0300 627.4071                498.000  M   |      10.00000       4980.00|      10.83000       5393.34|      10.00000        4980.00
  REFLECTORIZING PLASTIC, WHITE OR YELLOW |                            |                            |
  PAVE MARKING                            |                            |                            |
     LETTING DATE : 02/26/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/26/03
                                                                                                                   PAGE : 3
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010254.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000403            |(   3  ) 000272
                                          |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.           |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 627.711                7217.000  M   |       0.35000       2525.95|       0.37000       2670.29|       0.50000        3608.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0320 627.75                  420.000  M2  |       8.50000       3570.00|       8.88000       3729.60|      10.00000        4200.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0330 627.76                           LUMP|    3500.00000       3500.00|    4400.00000       4400.00|    3600.00000        3600.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0340 629.05                   50.000  HR  |      35.00000       1750.00|      37.00000       1850.00|      35.00000        1750.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0350 631.10                   15.000  HR  |      60.00000        900.00|      39.00000        585.00|      45.00000         675.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0360 631.11                   15.000  HR  |      60.00000        900.00|      39.00000        585.00|      45.00000         675.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0370 631.12                   50.000  HR  |     135.00000       6750.00|     100.00000       5000.00|     100.00000        5000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0380 631.172                  90.000  HR  |      65.00000       5850.00|      44.00000       3960.00|      45.00000        4050.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0390 631.18                    5.000  HR  |      75.00000        375.00|      44.00000        220.00|      45.00000         225.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0400 639.19                    1.000  EA  |    5000.00000       5000.00|    3800.00000       3800.00|    3000.00000        3000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0410 652.33                   50.000  EA  |      35.00000       1750.00|      75.00000       3750.00|      45.00000        2250.00
  DRUM                                    |                            |                            |
0420 652.34                  225.000  EA  |      15.00000       3375.00|      15.00000       3375.00|      14.00000        3150.00
  CONE                                    |                            |                            |
0430 652.35                  308.000  M2  |      60.00000      18480.00|     110.00000      33880.00|     100.00000       30800.00
  CONSTRUCTION SIGNS                      |                            |                            |
0440 652.36                  104.000  CD  |     150.00000      15600.00|     100.00000      10400.00|     100.00000       10400.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0450 652.38                 2655.000  HR  |      15.00000      39825.00|      15.50000      41152.50|      16.00000       42480.00
  FLAGGER                                 |                            |                            |
0460 656.75                           LUMP|    7500.00000       7500.00|    9000.00000       9000.00|    7500.00000        7500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0470 658.20                   30.000  M2  |      17.50000        525.00|      19.25000        577.50|      14.00000         420.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0480 659.10                           LUMP|   56750.00000      56750.00|   52705.49000      52705.49|   65000.00000       65000.00
  MOBILIZATION                            |                            |                            |
     LETTING DATE : 02/26/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/26/03
                                                                                                                   PAGE : 4
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010254.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000403            |(   3  ) 000272
                                          |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.           |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 660.21                 1000.000  HR  |       1.00000       1000.00|       1.00000       1000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $    613,796.20|             $    659,601.76|              $    725,326.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    613,796.20|             $    659,601.76|              $    725,326.00
====================================================================================================================================
     LETTING DATE : 02/26/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/26/03
                                                                                                                   PAGE : 5
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010254.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000094             |(       )                   |(      )
                                          |HARRY C CROOKER & SONS, INC |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   CATEGORY NUMBER 0001
                                          |                            |                            |
0010 202.203                2570.000  M2  |      15.60000      40092.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 204.41                 3170.000  M2  |       7.38000      23394.60|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0030 211.20                  250.000  M   |      13.74000       3435.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0040 403.209                 286.000  MG  |      95.27000      27247.22|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0050 403.210                2855.000  MG  |      58.46000     166903.30|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0060 403.211                2190.000  MG  |      47.98000     105076.20|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0070 409.15                 5995.000  L   |       2.23000      13368.85|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 411.10                   20.000  M3  |     100.10000       2002.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0090 604.161                  17.000  EA  |     570.00000       9690.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0100 604.18                    5.000  EA  |     315.00000       1575.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0110 605.09                  330.000  M   |      98.36000      32458.80|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0120 605.10                    6.000  M   |     100.00000        600.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0130 606.17                  165.000  M   |      41.48000       6844.20|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0140 606.363                  62.000  M   |      11.46000        710.52|                            |
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0150 606.47                    5.000  EA  |      70.00000        350.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0160 606.752                   4.000  EA  |     950.00000       3800.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0170 606.76                    4.000  EA  |    1450.00000       5800.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
     LETTING DATE : 02/26/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/26/03
                                                                                                                   PAGE : 6
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010254.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000094             |(       )                   |(      )
                                          |HARRY C CROOKER & SONS, INC |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 608.45                  600.000  M2  |      30.00000      18000.00|                            |
  CONSTRUCTING SIDEWALK                   |                            |                            |
0190 609.11                  310.000  M   |      90.00000      27900.00|                            |
  VERTICAL CURB TYPE 1                    |                            |                            |
0200 609.234                  16.000  EA  |     160.00000       2560.00|                            |
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0210 609.237                   7.000  EA  |     260.00000       1820.00|                            |
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0220 609.31                  860.000  M   |      18.50000      15910.00|                            |
  CURB TYPE 3                             |                            |                            |
0230 609.38                   45.000  M   |      41.00000       1845.00|                            |
  RESET CURB TYPE 1                       |                            |                            |
0240 610.08                   50.000  M3  |      84.50000       4225.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0250 613.319                 400.000  M2  |       2.64000       1056.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0260 615.07                  120.000  M3  |      55.00000       6600.00|                            |
  LOAM                                    |                            |                            |
0270 618.1401                 52.000  UN  |      16.00000        832.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0280 619.1201                 52.000  UN  |       7.45000        387.40|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0290 620.58                  130.000  M2  |       2.52000        327.60|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0300 627.4071                498.000  M   |      11.15000       5552.70|                            |
  REFLECTORIZING PLASTIC, WHITE OR YELLOW |                            |                            |
  PAVE MARKING                            |                            |                            |
0310 627.711                7217.000  M   |       0.39000       2814.63|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0320 627.75                  420.000  M2  |       9.05000       3801.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0330 627.76                           LUMP|    4000.00000       4000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0340 629.05                   50.000  HR  |      25.00000       1250.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0350 631.10                   15.000  HR  |      65.00000        975.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0360 631.11                   15.000  HR  |      45.00000        675.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
     LETTING DATE : 02/26/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/26/03
                                                                                                                   PAGE : 7
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010254.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000094             |(       )                   |(      )
                                          |HARRY C CROOKER & SONS, INC |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 631.12                   50.000  HR  |     125.00000       6250.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0380 631.172                  90.000  HR  |      50.00000       4500.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0390 631.18                    5.000  HR  |      45.00000        225.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0400 639.19                    1.000  EA  |    7000.00000       7000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0410 652.33                   50.000  EA  |      50.00000       2500.00|                            |
  DRUM                                    |                            |                            |
0420 652.34                  225.000  EA  |      20.00000       4500.00|                            |
  CONE                                    |                            |                            |
0430 652.35                  308.000  M2  |      59.18000      18227.44|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0440 652.36                  104.000  CD  |     275.00000      28600.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0450 652.38                 2655.000  HR  |      18.50000      49117.50|                            |
  FLAGGER                                 |                            |                            |
0460 656.75                           LUMP|    7500.00000       7500.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0470 658.20                   30.000  M2  |      18.00000        540.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0480 659.10                           LUMP|   99274.00000      99274.00|                            |
  MOBILIZATION                            |                            |                            |
0490 660.21                 1000.000  HR  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $    773,112.96|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    773,112.96|             $          0.00|              $
====================================================================================================================================