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     LETTING DATE : 12/18/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/03
                                                                                                                   PAGE : 1
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 008967.00                                     COMPLETION DATE : 10/31/03
                                                           =========
   PROJECT(S):  STP-8967(00)X           LOCATION(S): SACO                           MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRIDGE REHABILITATION                                                         NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000272         A & V CONSTRUCTION, CORP.                                              $    342,452.25     100.0000%
   2   000416         T BUCK CONSTRUCTION INC.                                               $    374,834.75     109.4561%
   3   000063         WYMAN & SIMPSON, INC.                                                  $    424,465.00     123.9487%
   4   000032         REED & REED, INC.                                                      $    456,147.50     133.2003%
   5   000768         MOORES MARINE CONSTRUCTION, CORP.                                      $    567,637.35     165.7566%
====================================================================================================================================
                                          |(   1  ) 000272             |(   2  ) 000416             |(   3  ) 000063
                                          |A & V CONSTRUCTION, CORP.   |T BUCK CONSTRUCTION INC.    |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  350.000  LS  |   25000.00000      25000.00|   50500.00000      50500.00|   95000.00000       95000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  625.000  M3  |      10.00000       6250.00|       9.50000       5937.50|      14.00000        8750.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                   10.000  M3  |      20.00000        200.00|      36.55000        365.50|      15.00000         150.00
  COMMON BORROW                           |                            |                            |
0040 203.26                  245.000  M3  |      30.00000       7350.00|      30.00000       7350.00|      20.00000        4900.00
  GRAVEL BORROW                           |                            |                            |
0050 204.41                   93.000  M2  |      20.00000       1860.00|      50.00000       4650.00|      25.00000        2325.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 206.092                  10.000  M3  |     300.00000       3000.00|     200.00000       2000.00|     250.00000        2500.00
  STRUCTURAL ROCK EXCAVATION - MAJOR      |                            |                            |
  STRUCTURES                              |                            |                            |
0070 304.10                  550.000  M3  |      20.00000      11000.00|      24.50000      13475.00|      21.80000       11990.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.208                  80.000  MG  |     115.00000       9200.00|     115.00000       9200.00|     123.00000        9840.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0090 403.213                  83.000  MG  |     115.00000       9545.00|     115.00000       9545.00|     123.00000       10209.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0100 409.15                   20.000  L   |      30.00000        600.00|      30.00000        600.00|      32.00000         640.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 12/18/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/03
                                                                                                                   PAGE : 2
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 008967.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000272             |(   2   ) 000416            |(   3  ) 000063
                                          |A & V CONSTRUCTION, CORP.   |T BUCK CONSTRUCTION INC.    |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.21                   65.000  M3  |     300.00000      19500.00|     300.00000      19500.00|     550.00000       35750.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0120 502.40                   10.000  M3  |     700.00000       7000.00|    1850.00000      18500.00|    1350.00000       13500.00
  STRUCTURAL CONCRETE BOX CULVERTS        |                            |                            |
0130 503.12                 1055.000  KG  |       0.75000        791.25|       0.75000        791.25|       1.20000        1266.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0140 503.13                 1055.000  KG  |       2.00000       2110.00|       1.50000       1582.50|       0.60000         633.00
  REINFORCING STEEL, PLACING              |                            |                            |
0150 508.13                   50.000  LS  |    1400.00000       1400.00|    2000.00000       2000.00|    1300.00000        1300.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0160 511.07                           LUMP|    5500.00000       5500.00|   11500.00000      11500.00|    7500.00000        7500.00
  COFFERDAM: ABUT.#1                      |                            |                            |
0170 511.07                           LUMP|    5500.00000       5500.00|    9500.00000       9500.00|    7500.00000        7500.00
  COFFERDAM: ABUT.#2                      |                            |                            |
0180 512.081                  24.000  LS  |    1400.00000       1400.00|    3000.00000       3000.00|    1800.00000        1800.00
  FRENCH DRAINS                           |                            |                            |
0190 514.06                    1.000  EA  |     400.00000        400.00|     800.00000        800.00|     700.00000         700.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0200 526.301                  25.000  LS  |    1100.00000       1100.00|    4000.00000       4000.00|    1800.00000        1800.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 534.70                   32.500  LS  |   97600.00000      97600.00|   62000.00000      62000.00|   75000.00000       75000.00
  PRECAST STRUCTURAL CONCRETE ARCH        |                            |                            |
0220 606.17                    8.000  M   |      45.00000        360.00|      45.00000        360.00|      48.00000         384.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0230 606.178                  35.000  M   |      13.00000        455.00|      15.00000        525.00|      14.00000         490.00
  GUARDRAIL BEAM                          |                            |                            |
0240 606.265                   2.000  EA  |      26.00000         52.00|      26.00000         52.00|      28.00000          56.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0250 606.35                    7.000  EA  |      23.00000        161.00|      23.00000        161.00|      25.00000         175.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0260 606.361                 107.000  M   |      23.00000       2461.00|      23.00000       2461.00|      25.00000        2675.00
  GUARDRAIL REMOVE AND RESET TYPE 3B      |                            |                            |
0270 606.367                   6.000  EA  |      22.00000        132.00|      30.00000        180.00|      24.00000         144.00
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0280 606.47                    2.000  EA  |      40.00000         80.00|      40.00000         80.00|      43.00000          86.00
  SINGLE WOOD POST                        |                            |                            |
0290 606.59                   12.000  M   |      51.00000        612.00|      51.00000        612.00|      55.00000         660.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
     LETTING DATE : 12/18/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/03
                                                                                                                   PAGE : 3
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 008967.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000272             |(   2   ) 000416            |(   3  ) 000063
                                          |A & V CONSTRUCTION, CORP.   |T BUCK CONSTRUCTION INC.    |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.752                   2.000  EA  |     700.00000       1400.00|     500.00000       1000.00|    1100.00000        2200.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0310 606.76                    2.000  EA  |    1800.00000       3600.00|    1500.00000       3000.00|    1460.00000        2920.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0320 610.08                  100.000  M3  |      60.00000       6000.00|      55.00000       5500.00|      70.00000        7000.00
  PLAIN RIPRAP                            |                            |                            |
0330 610.18                   30.000  M3  |      40.00000       1200.00|      70.00000       2100.00|      75.00000        2250.00
  STONE DITCH PROTECTION                  |                            |                            |
0340 615.07                   14.000  M3  |      35.00000        490.00|      65.00000        910.00|      32.00000         448.00
  LOAM                                    |                            |                            |
0350 617.381                  28.000  M3  |      35.00000        980.00|      45.00000       1260.00|      35.00000         980.00
  EROSION CONTROL MIX                     |                            |                            |
0360 618.1401                  3.000  UN  |      50.00000        150.00|     100.00000        300.00|     110.00000         330.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 619.1201                  3.000  UN  |      50.00000        150.00|     100.00000        300.00|     110.00000         330.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0380 620.58                   20.000  M2  |       2.00000         40.00|      22.50000        450.00|       4.50000          90.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0390 627.71                  181.000  M   |       3.00000        543.00|       3.00000        543.00|       4.00000         724.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0400 627.73                   60.000  M   |       4.00000        240.00|       3.85000        231.00|       4.00000         240.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0410 629.05                   20.000  HR  |      35.00000        700.00|      30.00000        600.00|      25.00000         500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0420 631.12                   20.000  HR  |     100.00000       2000.00|     120.00000       2400.00|      85.00000        1700.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0430 631.172                  20.000  HR  |      45.00000        900.00|      55.00000       1100.00|      36.00000         720.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0440 635.14                   49.000  M2  |     700.00000      34300.00|     587.00000      28763.00|     570.00000       27930.00
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
0450 637.071                          LUMP|    1500.00000       1500.00|    5500.00000       5500.00|    1700.00000        1700.00
  DUST CONTROL                            |                            |                            |
0460 639.18                    1.000  EA  |    2000.00000       2000.00|    8500.00000       8500.00|    3500.00000        3500.00
  FIELD OFFICE TYPE A                     |                            |                            |
0470 643.72                           LUMP|   20400.00000      20400.00|   16500.00000      16500.00|   14000.00000       14000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0480 652.31                   10.000  EA  |      55.00000        550.00|      90.00000        900.00|      30.00000         300.00
  TYPE I BARRICADE                        |                            |                            |
     LETTING DATE : 12/18/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/03
                                                                                                                   PAGE : 4
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 008967.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000272             |(   2   ) 000416            |(   3  ) 000063
                                          |A & V CONSTRUCTION, CORP.   |T BUCK CONSTRUCTION INC.    |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 652.33                   25.000  EA  |      55.00000       1375.00|      80.00000       2000.00|      25.00000         625.00
  DRUM                                    |                            |                            |
0500 652.34                   25.000  EA  |      15.00000        375.00|      20.00000        500.00|      15.00000         375.00
  CONE                                    |                            |                            |
0510 652.35                   50.000  M2  |     100.00000       5000.00|     130.00000       6500.00|      90.00000        4500.00
  CONSTRUCTION SIGNS                      |                            |                            |
0520 652.361                 150.000  LS  |    3100.00000       3100.00|    8000.00000       8000.00|    5000.00000        5000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0530 652.38                   80.000  HR  |      18.00000       1440.00|      20.00000       1600.00|      17.25000        1380.00
  FLAGGER                                 |                            |                            |
0540 656.75                           LUMP|    3400.00000       3400.00|    6000.00000       6000.00|    5000.00000        5000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0550 659.10                           LUMP|   30000.00000      30000.00|   29150.00000      29150.00|   42000.00000       42000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    342,452.25|             $    374,834.75|              $    424,465.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    342,452.25|             $    374,834.75|              $    424,465.00
====================================================================================================================================
     LETTING DATE : 12/18/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/03
                                                                                                                   PAGE : 5
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 008967.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000032             |(   5   ) 000768            |(      )
                                          |REED & REED INC.            |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  350.000  LS  |   40000.00000      40000.00|  124511.00000     124511.00|
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  625.000  M3  |       4.50000       2812.50|      16.49000      10306.25|
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                   10.000  M3  |       7.50000         75.00|      37.00000        370.00|
  COMMON BORROW                           |                            |                            |
0040 203.26                  245.000  M3  |      12.00000       2940.00|      39.91000       9777.95|
  GRAVEL BORROW                           |                            |                            |
0050 204.41                   93.000  M2  |      11.00000       1023.00|       6.00000        558.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 206.092                  10.000  M3  |     200.00000       2000.00|     253.00000       2530.00|
  STRUCTURAL ROCK EXCAVATION - MAJOR      |                            |                            |
  STRUCTURES                              |                            |                            |
0070 304.10                  550.000  M3  |      12.00000       6600.00|      33.25000      18287.50|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.208                  80.000  MG  |     115.00000       9200.00|     145.00000      11600.00|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0090 403.213                  83.000  MG  |      85.00000       7055.00|     145.00000      12035.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0100 409.15                   20.000  L   |      20.00000        400.00|      38.00000        760.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 502.21                   65.000  M3  |     600.00000      39000.00|     167.00000      10855.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0120 502.40                   10.000  M3  |    2000.00000      20000.00|     619.00000       6190.00|
  STRUCTURAL CONCRETE BOX CULVERTS        |                            |                            |
0130 503.12                 1055.000  KG  |       1.20000       1266.00|       0.92000        970.60|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0140 503.13                 1055.000  KG  |       2.00000       2110.00|       2.61000       2753.55|
  REINFORCING STEEL, PLACING              |                            |                            |
0150 508.13                   50.000  LS  |    3000.00000       3000.00|    1973.00000       1973.00|
  MEMBRANE WATERPROOFING                  |                            |                            |
0160 511.07                           LUMP|   45000.00000      45000.00|   81312.00000      81312.00|
  COFFERDAM: ABUT.#1                      |                            |                            |
0170 511.07                           LUMP|   35000.00000      35000.00|   81312.00000      81312.00|
  COFFERDAM: ABUT.#2                      |                            |                            |
0180 512.081                  24.000  LS  |    3000.00000       3000.00|    2643.00000       2643.00|
  FRENCH DRAINS                           |                            |                            |
     LETTING DATE : 12/18/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/03
                                                                                                                   PAGE : 6
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 008967.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000032             |(   5   ) 000768            |(      )
                                          |REED & REED INC.            |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 514.06                    1.000  EA  |    1200.00000       1200.00|    1898.00000       1898.00|
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0200 526.301                  25.000  LS  |    2500.00000       2500.00|   11626.00000      11626.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 534.70                   32.500  LS  |   65000.00000      65000.00|   61986.00000      61986.00|
  PRECAST STRUCTURAL CONCRETE ARCH        |                            |                            |
0220 606.17                    8.000  M   |      45.00000        360.00|      57.00000        456.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0230 606.178                  35.000  M   |      13.00000        455.00|      16.00000        560.00|
  GUARDRAIL BEAM                          |                            |                            |
0240 606.265                   2.000  EA  |      26.00000         52.00|      33.00000         66.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0250 606.35                    7.000  EA  |      23.00000        161.00|      29.00000        203.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0260 606.361                 107.000  M   |      23.00000       2461.00|      29.10000       3113.70|
  GUARDRAIL REMOVE AND RESET TYPE 3B      |                            |                            |
0270 606.367                   6.000  EA  |      22.00000        132.00|      28.00000        168.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0280 606.47                    2.000  EA  |      40.00000         80.00|      51.00000        102.00|
  SINGLE WOOD POST                        |                            |                            |
0290 606.59                   12.000  M   |      51.00000        612.00|      65.00000        780.00|
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0300 606.752                   2.000  EA  |    1200.00000       2400.00|     949.00000       1898.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0310 606.76                    2.000  EA  |    1400.00000       2800.00|    1727.00000       3454.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0320 610.08                  100.000  M3  |      45.00000       4500.00|      58.51000       5851.00|
  PLAIN RIPRAP                            |                            |                            |
0330 610.18                   30.000  M3  |      35.00000       1050.00|      29.00000        870.00|
  STONE DITCH PROTECTION                  |                            |                            |
0340 615.07                   14.000  M3  |      45.00000        630.00|      80.00000       1120.00|
  LOAM                                    |                            |                            |
0350 617.381                  28.000  M3  |      50.00000       1400.00|      51.00000       1428.00|
  EROSION CONTROL MIX                     |                            |                            |
0360 618.1401                  3.000  UN  |      40.00000        120.00|     101.00000        303.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 619.1201                  3.000  UN  |      75.00000        225.00|     101.00000        303.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 12/18/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/15/03
                                                                                                                   PAGE : 7
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 008967.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000032             |(   5   ) 000768            |(      )
                                          |REED & REED INC.            |MOORES MARINE CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 620.58                   20.000  M2  |       6.00000        120.00|      11.00000        220.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0390 627.71                  181.000  M   |       3.00000        543.00|       3.80000        687.80|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0400 627.73                   60.000  M   |       4.00000        240.00|       5.00000        300.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0410 629.05                   20.000  HR  |      30.00000        600.00|      40.00000        800.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0420 631.12                   20.000  HR  |      90.00000       1800.00|      85.00000       1700.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0430 631.172                  20.000  HR  |      45.00000        900.00|      85.00000       1700.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0440 635.14                   49.000  M2  |    1000.00000      49000.00|     351.00000      17199.00|
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
0450 637.071                          LUMP|     750.00000        750.00|   12650.00000      12650.00|
  DUST CONTROL                            |                            |                            |
0460 639.18                    1.000  EA  |    8500.00000       8500.00|    4554.00000       4554.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0470 643.72                           LUMP|   17000.00000      17000.00|   10120.00000      10120.00|
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0480 652.31                   10.000  EA  |      50.00000        500.00|      28.00000        280.00|
  TYPE I BARRICADE                        |                            |                            |
0490 652.33                   25.000  EA  |      55.00000       1375.00|      28.00000        700.00|
  DRUM                                    |                            |                            |
0500 652.34                   25.000  EA  |      20.00000        500.00|      18.00000        450.00|
  CONE                                    |                            |                            |
0510 652.35                   50.000  M2  |     110.00000       5500.00|      23.00000       1150.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0520 652.361                 150.000  LS  |   10000.00000      10000.00|    2385.00000       2385.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0530 652.38                   80.000  HR  |      15.00000       1200.00|      40.00000       3200.00|
  FLAGGER                                 |                            |                            |
0540 656.75                           LUMP|    6000.00000       6000.00|    1898.00000       1898.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0550 659.10                           LUMP|   45000.00000      45000.00|   32713.00000      32713.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    456,147.50|             $    567,637.35|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    456,147.50|             $    567,637.35|              $
====================================================================================================================================