Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 1
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20                                     COMPLETION DATE : 11/01/03
                                                          =========
   PROJECT(S):  F-NH-025P(67)E          COUNTIE(S) : OXFORD                         MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY RECONSTRUCTION                                                        NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000460         M & H LOGGING AND CONSTRUCTION                                         $  2,686,409.20     100.0000%
   2   000403         PRATT & SONS INC.                                                      $  2,885,245.80     107.4016%
   3   001094         K & K EXCAVATION, INC.                                                 $  2,930,398.50     109.0824%
   4   000164         C P M CONSTRUCTORS                                                     $  3,159,877.80     117.6246%
   5   000014         FARRIN BROS. & SMITH, INC.                                             $  3,192,705.90     118.8466%
   6   000272         A & V CONSTRUCTION, CORP.                                              $  3,586,509.00     133.5057%
====================================================================================================================================
                                          |(   1  ) 000460             |(   2  ) 000403             |(   3  ) 001094
                                          |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.           |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    3.300  HA  |    5000.00000      16500.00|    6900.00000      22770.00|    5000.00000       16500.00
  CLEARING                                |                            |                            |
0020 201.23                   19.000  EA  |     150.00000       2850.00|     365.00000       6935.00|     300.00000        5700.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   33.000  EA  |     150.00000       4950.00|      95.00000       3135.00|     150.00000        4950.00
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|   15000.00000      15000.00|    5925.00000       5925.00|    8000.00000        8000.00
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 202.12                   20.000  M3  |     250.00000       5000.00|     330.00000       6600.00|     400.00000        8000.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0060 202.19                    1.000  LS  |    6000.00000       6000.00|    5550.00000       5550.00|   10000.00000       10000.00
  REMOVING EXISTING BRIDGE (BOX CULVERT)  |                            |                            |
0070 203.20                58100.000  M3  |       7.00000     406700.00|       7.80000     453180.00|       9.00000      522900.00
  COMMON EXCAVATION                       |                            |                            |
0080 203.21                12000.000  M3  |      23.00000     276000.00|      32.00000     384000.00|      20.00000      240000.00
  ROCK EXCAVATION                         |                            |                            |
0090 203.25                  230.000  M3  |      15.00000       3450.00|      15.00000       3450.00|      20.00000        4600.00
  GRANULAR BORROW                         |                            |                            |
0100 206.061                  50.000  M3  |      20.00000       1000.00|      20.50000       1025.00|      25.00000        1250.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 2
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000403            |(   3  ) 001094
                                          |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.           |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.07                   83.000  M3  |     100.00000       8300.00|     108.00000       8964.00|     110.00000        9130.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0120 304.10                24400.000  M3  |      12.00000     292800.00|      15.00000     366000.00|      16.75000      408700.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0130 307.331                9350.000  M2  |       1.50000      14025.00|       5.60000      52360.00|       1.00000        9350.00
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
0140 403.207                6200.000  MG  |      37.00000     229400.00|      34.20000     212040.00|      37.50000      232500.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                3830.000  MG  |      37.50000     143625.00|      34.70000     132901.00|      38.00000      145540.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0160 403.209                  74.000  MG  |     140.00000      10360.00|      84.65000       6264.10|      90.00000        6660.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.213                2750.000  MG  |      37.50000     103125.00|      34.70000      95425.00|      39.00000      107250.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0180 409.15                 7750.000  L   |       1.10000       8525.00|       0.98000       7595.00|       1.10000        8525.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0190 502.21                   70.000  M3  |    1000.00000      70000.00|    1130.00000      79100.00|     550.00000       38500.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0200 502.56                   10.000  M3  |     200.00000       2000.00|     195.00000       1950.00|     300.00000        3000.00
  CONCRETE FILL                           |                            |                            |
0210 503.12                 3200.000  KG  |       1.00000       3200.00|       0.90000       2880.00|       1.00000        3200.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0220 503.13                 3200.000  KG  |       1.00000       3200.00|       1.00000       3200.00|       1.00000        3200.00
  REINFORCING STEEL, PLACING              |                            |                            |
0230 511.07                           LUMP|    6000.00000       6000.00|    6550.00000       6550.00|    5000.00000        5000.00
  COFFERDAM:                              |                            |                            |
0240 512.081                  22.000  LS  |    2000.00000       2000.00|    1555.00000       1555.00|    4000.00000        4000.00
  FRENCH DRAINS                           |                            |                            |
0250 514.06                    1.000  EA  |     800.00000        800.00|    1420.00000       1420.00|    1000.00000        1000.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0260 534.71                   48.000  LS  |   55000.00000      55000.00|   61500.00000      61500.00|  100000.00000      100000.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0270 603.159                  37.000  M   |     130.00000       4810.00|     160.00000       5920.00|     110.00000        4070.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.16                   77.000  M   |      75.00000       5775.00|      54.00000       4158.00|      85.00000        6545.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 3
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000403            |(   3  ) 001094
                                          |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.           |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 603.17                  199.000  M   |      70.00000      13930.00|      70.00000      13930.00|      94.00000       18706.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0300 603.1752                 26.000  M   |     150.00000       3900.00|     125.00000       3250.00|      80.00000        2080.00
  450 MM RCP CLASS IV                     |                            |                            |
0310 603.179                  26.000  M   |     140.00000       3640.00|     125.00000       3250.00|     130.00000        3380.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0320 603.189                  24.000  M   |     150.00000       3600.00|     139.00000       3336.00|     135.00000        3240.00
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0330 603.19                   57.000  M   |     130.00000       7410.00|      93.00000       5301.00|     120.00000        6840.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0340 603.199                  78.000  M   |     170.00000      13260.00|     158.00000      12324.00|     180.00000       14040.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0350 603.209                  88.000  M   |     190.00000      16720.00|     183.00000      16104.00|     205.00000       18040.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0360 603.219                  20.000  M   |     230.00000       4600.00|     203.00000       4060.00|     240.00000        4800.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0370 603.42                   66.000  M   |     210.00000      13860.00|     186.00000      12276.00|     195.00000       12870.00
  750 MM REINFORCED CONCRETE PIPE CLASS I |                            |                            |
0380 603.45                   32.000  M   |     400.00000      12800.00|     328.00000      10496.00|     500.00000       16000.00
  1200 MM REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  IV                                      |                            |                            |
0390 604.092                   3.000  EA  |    2000.00000       6000.00|    1500.00000       4500.00|    1200.00000        3600.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0400 604.11                    1.000  EA  |    2000.00000       2000.00|    2000.00000       2000.00|    1200.00000        1200.00
  CATCH BASIN TYPE C1                     |                            |                            |
0410 604.245                   2.000  EA  |    1000.00000       2000.00|    1500.00000       3000.00|    1200.00000        2400.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0420 604.247                   1.000  EA  |    1100.00000       1100.00|    1500.00000       1500.00|    1200.00000        1200.00
  CATCH BASIN TYPE F5-C                   |                            |                            |
0430 604.249                   2.000  EA  |    1300.00000       2600.00|    1600.00000       3200.00|    1500.00000        3000.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0440 605.09                  238.000  M   |      70.00000      16660.00|      75.00000      17850.00|      50.00000       11900.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0450 605.10                   67.000  M   |      70.00000       4690.00|      67.00000       4489.00|      50.00000        3350.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0460 606.265                   3.000  EA  |      45.00000        135.00|      41.00000        123.00|      40.00000         120.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0470 606.35                   24.000  EA  |      30.00000        720.00|      25.50000        612.00|      28.00000         672.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0480 606.47                   22.000  EA  |      35.00000        770.00|      31.00000        682.00|      32.00000         704.00
  SINGLE WOOD POST                        |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 4
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000403            |(   3  ) 001094
                                          |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.           |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 606.55                 1010.000  M   |      34.00000      34340.00|      31.00000      31310.00|      49.00000       49490.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0500 606.59                   21.000  M   |      39.00000        819.00|      35.00000        735.00|      45.00000         945.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0510 606.60                   23.000  M   |      39.00000        897.00|      35.00000        805.00|      50.00000        1150.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0520 606.74                   16.000  M   |     100.00000       1600.00|      91.00000       1456.00|     100.00000        1600.00
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0530 606.79                   11.000  EA  |    2000.00000      22000.00|    1840.00000      20240.00|     600.00000        6600.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0540 609.247                   4.000  EA  |     220.00000        880.00|     133.00000        532.00|     200.00000         800.00
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0550 609.31                  800.000  M   |      12.50000      10000.00|      15.00000      12000.00|      13.00000       10400.00
  CURB TYPE 3                             |                            |                            |
0560 610.08                  530.000  M3  |      40.00000      21200.00|      49.00000      25970.00|      50.00000       26500.00
  PLAIN RIPRAP                            |                            |                            |
0570 610.18                   20.000  M3  |      55.00000       1100.00|      49.00000        980.00|      40.00000         800.00
  STONE DITCH PROTECTION                  |                            |                            |
0580 612.06                  240.000  M2  |       5.00000       1200.00|       5.00000       1200.00|       7.00000        1680.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0590 613.319                8750.000  M2  |       2.50000      21875.00|       1.20000      10500.00|       2.25000       19687.50
  EROSION CONTROL BLANKET                 |                            |                            |
0600 615.07                 2150.000  M3  |      30.00000      64500.00|      22.00000      47300.00|      34.00000       73100.00
  LOAM                                    |                            |                            |
0610 618.1301                 48.000  UN  |      31.00000       1488.00|      29.00000       1392.00|      22.00000        1056.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0620 618.1401                265.000  UN  |      14.00000       3710.00|      12.50000       3312.50|      13.00000        3445.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0630 618.1411                230.000  UN  |      32.00000       7360.00|      30.00000       6900.00|      33.00000        7590.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0640 618.19                  460.000  KG  |       1.20000        552.00|       1.00000        460.00|       6.00000        2760.00
  REFERTILIZATION                         |                            |                            |
0650 618.20                   31.000  KG  |       2.20000         68.20|       2.00000         62.00|       3.00000          93.00
  ANNUAL RYE GRASS SEED                   |                            |                            |
0660 619.1201                940.000  UN  |       8.00000       7520.00|       7.00000       6580.00|       6.00000        5640.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0670 620.58                 1310.000  M2  |       3.00000       3930.00|       1.65000       2161.50|       3.00000        3930.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0680 621.038                  20.000  EA  |     170.00000       3400.00|     150.00000       3000.00|     200.00000        4000.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 5
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000403            |(   3  ) 001094
                                          |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.           |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 621.267                  20.000  EA  |     350.00000       7000.00|     320.00000       6400.00|     220.00000        4400.00
  LARGE DECIDUOUS TREE (45 MM - 50 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0700 621.552                  15.000  EA  |      75.00000       1125.00|      69.00000       1035.00|     100.00000        1500.00
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0710 627.711               13000.000  M   |       0.30000       3900.00|       0.30000       3900.00|       0.50000        6500.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0720 627.75                    9.000  M2  |      25.00000        225.00|      23.30000        209.70|      25.00000         225.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0730 627.76                           LUMP|    1500.00000       1500.00|    3200.00000       3200.00|    5000.00000        5000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0740 629.05                   20.000  MH  |      20.00000        400.00|      33.50000        670.00|      22.00000         440.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0750 631.12                   20.000  HR  |      80.00000       1600.00|     107.00000       2140.00|     100.00000        2000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0760 631.172                  20.000  HR  |      40.00000        800.00|      40.00000        800.00|      45.00000         900.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0770 631.20                   10.000  HR  |      75.00000        750.00|     100.00000       1000.00|     100.00000        1000.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0780 631.32                    5.000  HR  |      50.00000        250.00|     180.00000        900.00|     125.00000         625.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0790 635.14                  610.000  M2  |     450.00000     274500.00|     530.00000     323300.00|     360.00000      219600.00
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
0800 637.071                          LUMP|   15000.00000      15000.00|   11000.00000      11000.00|    8000.00000        8000.00
  DUST CONTROL                            |                            |                            |
0810 639.18                    1.000  EA  |    6000.00000       6000.00|   12000.00000      12000.00|   15000.00000       15000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0820 652.31                   20.000  EA  |      65.00000       1300.00|      55.00000       1100.00|      50.00000        1000.00
  TYPE I BARRICADE                        |                            |                            |
0830 652.311                  20.000  EA  |      85.00000       1700.00|      55.00000       1100.00|      50.00000        1000.00
  TYPE II BARRICADE                       |                            |                            |
0840 652.33                  100.000  EA  |      35.00000       3500.00|      70.00000       7000.00|      50.00000        5000.00
  DRUM                                    |                            |                            |
0850 652.34                  100.000  EA  |      16.00000       1600.00|      14.00000       1400.00|      15.00000        1500.00
  CONE                                    |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 6
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000403            |(   3  ) 001094
                                          |M & H LOGGING AND CONSTRUCT |PRATT & SONS INC.           |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 652.35                  100.000  M2  |      50.00000       5000.00|     103.00000      10300.00|     100.00000       10000.00
  CONSTRUCTION SIGNS                      |                            |                            |
0870 652.361                 250.000  LS  |    6000.00000       6000.00|   45500.00000      45500.00|   30000.00000       30000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0880 652.38                 4000.000  MH  |      16.00000      64000.00|      14.50000      58000.00|      14.00000       56000.00
  FLAGGER                                 |                            |                            |
0890 656.75                           LUMP|   18000.00000      18000.00|   33000.00000      33000.00|   15000.00000       15000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0900 657.24                  230.000  UN  |      11.00000       2530.00|      12.00000       2760.00|       1.00000         230.00
  SEEDING PITS                            |                            |                            |
0910 659.10                           LUMP|  194500.00000     194500.00|  114000.00000     114000.00|  275000.00000      275000.00
  MOBILIZATION                            |                            |                            |
0920 660.21                 3000.000  MH  |      12.00000      36000.00|       1.00000       3000.00|       1.00000        3000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,686,409.20|             $  2,885,245.80|              $  2,930,398.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,686,409.20|             $  2,885,245.80|              $  2,930,398.50
====================================================================================================================================
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 7
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000014            |(   6  ) 000272
                                          |C P M CONSTRUCTORS          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    3.300  HA  |   30000.00000      99000.00|    9000.00000      29700.00|   10000.00000       33000.00
  CLEARING                                |                            |                            |
0020 201.23                   19.000  EA  |     400.00000       7600.00|     500.00000       9500.00|     400.00000        7600.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   33.000  EA  |     100.00000       3300.00|     200.00000       6600.00|     110.00000        3630.00
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|   15000.00000      15000.00|   10000.00000      10000.00|   30300.00000       30300.00
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 202.12                   20.000  M3  |     750.00000      15000.00|     360.00000       7200.00|     330.00000        6600.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0060 202.19                    1.000  LS  |   20000.00000      20000.00|   15000.00000      15000.00|    5500.00000        5500.00
  REMOVING EXISTING BRIDGE (BOX CULVERT)  |                            |                            |
0070 203.20                58100.000  M3  |       8.00000     464800.00|      10.50000     610050.00|      10.00000      581000.00
  COMMON EXCAVATION                       |                            |                            |
0080 203.21                12000.000  M3  |      35.00000     420000.00|      38.00000     456000.00|      36.00000      432000.00
  ROCK EXCAVATION                         |                            |                            |
0090 203.25                  230.000  M3  |      30.00000       6900.00|      20.00000       4600.00|      35.00000        8050.00
  GRANULAR BORROW                         |                            |                            |
0100 206.061                  50.000  M3  |      18.00000        900.00|      20.00000       1000.00|      40.00000        2000.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0110 206.07                   83.000  M3  |     100.00000       8300.00|     150.00000      12450.00|     120.00000        9960.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0120 304.10                24400.000  M3  |      15.00000     366000.00|      16.00000     390400.00|      20.00000      488000.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0130 307.331                9350.000  M2  |       4.00000      37400.00|       3.50000      32725.00|       4.00000       37400.00
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
0140 403.207                6200.000  MG  |      34.20000     212040.00|      34.20000     212040.00|      37.00000      229400.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                3830.000  MG  |      34.70000     132901.00|      34.70000     132901.00|      38.00000      145540.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0160 403.209                  74.000  MG  |      84.65000       6264.10|      84.65000       6264.10|     120.00000        8880.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.213                2750.000  MG  |      34.70000      95425.00|      34.70000      95425.00|      38.00000      104500.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 8
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000014            |(   6  ) 000272
                                          |C P M CONSTRUCTORS          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 409.15                 7750.000  L   |       1.00000       7750.00|       0.98000       7595.00|       1.00000        7750.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0190 502.21                   70.000  M3  |    1200.00000      84000.00|     950.00000      66500.00|    1100.00000       77000.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0200 502.56                   10.000  M3  |     550.00000       5500.00|     200.00000       2000.00|     190.00000        1900.00
  CONCRETE FILL                           |                            |                            |
0210 503.12                 3200.000  KG  |       1.00000       3200.00|       1.00000       3200.00|       1.00000        3200.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0220 503.13                 3200.000  KG  |       1.00000       3200.00|       0.50000       1600.00|       1.00000        3200.00
  REINFORCING STEEL, PLACING              |                            |                            |
0230 511.07                           LUMP|    4000.00000       4000.00|    7500.00000       7500.00|    6500.00000        6500.00
  COFFERDAM:                              |                            |                            |
0240 512.081                  22.000  LS  |    4000.00000       4000.00|    2500.00000       2500.00|    1600.00000        1600.00
  FRENCH DRAINS                           |                            |                            |
0250 514.06                    1.000  EA  |     750.00000        750.00|     850.00000        850.00|    1300.00000        1300.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0260 534.71                   48.000  LS  |   75000.00000      75000.00|   73500.00000      73500.00|   60000.00000       60000.00
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0270 603.159                  37.000  M   |      80.00000       2960.00|     185.00000       6845.00|     170.00000        6290.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.16                   77.000  M   |      90.00000       6930.00|      85.00000       6545.00|      62.00000        4774.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0290 603.17                  199.000  M   |      95.00000      18905.00|      95.00000      18905.00|      69.00000       13731.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0300 603.1752                 26.000  M   |     175.00000       4550.00|     200.00000       5200.00|     250.00000        6500.00
  450 MM RCP CLASS IV                     |                            |                            |
0310 603.179                  26.000  M   |     175.00000       4550.00|     185.00000       4810.00|     210.00000        5460.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0320 603.189                  24.000  M   |     215.00000       5160.00|     195.00000       4680.00|     240.00000        5760.00
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0330 603.19                   57.000  M   |     130.00000       7410.00|     105.00000       5985.00|     100.00000        5700.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0340 603.199                  78.000  M   |     280.00000      21840.00|     200.00000      15600.00|     270.00000       21060.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0350 603.209                  88.000  M   |     310.00000      27280.00|     250.00000      22000.00|     350.00000       30800.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0360 603.219                  20.000  M   |     400.00000       8000.00|     300.00000       6000.00|     400.00000        8000.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0370 603.42                   66.000  M   |     300.00000      19800.00|     300.00000      19800.00|     450.00000       29700.00
  750 MM REINFORCED CONCRETE PIPE CLASS I |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 9
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000014            |(   6  ) 000272
                                          |C P M CONSTRUCTORS          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 603.45                   32.000  M   |     450.00000      14400.00|     400.00000      12800.00|     540.00000       17280.00
  1200 MM REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  IV                                      |                            |                            |
0390 604.092                   3.000  EA  |    2000.00000       6000.00|    1600.00000       4800.00|    1600.00000        4800.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0400 604.11                    1.000  EA  |    2000.00000       2000.00|    1600.00000       1600.00|    1700.00000        1700.00
  CATCH BASIN TYPE C1                     |                            |                            |
0410 604.245                   2.000  EA  |    1000.00000       2000.00|    1200.00000       2400.00|    1100.00000        2200.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0420 604.247                   1.000  EA  |    1300.00000       1300.00|    1200.00000       1200.00|    1200.00000        1200.00
  CATCH BASIN TYPE F5-C                   |                            |                            |
0430 604.249                   2.000  EA  |    1500.00000       3000.00|    1200.00000       2400.00|    1300.00000        2600.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0440 605.09                  238.000  M   |      60.00000      14280.00|      65.00000      15470.00|      80.00000       19040.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0450 605.10                   67.000  M   |      60.00000       4020.00|      45.00000       3015.00|      75.00000        5025.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0460 606.265                   3.000  EA  |      40.00000        120.00|      40.00000        120.00|      43.00000         129.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0470 606.35                   24.000  EA  |      25.00000        600.00|      25.00000        600.00|      27.00000         648.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0480 606.47                   22.000  EA  |      30.00000        660.00|      30.00000        660.00|      32.00000         704.00
  SINGLE WOOD POST                        |                            |                            |
0490 606.55                 1010.000  M   |      31.00000      31310.00|      30.18000      30481.80|      32.00000       32320.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0500 606.59                   21.000  M   |      35.00000        735.00|      34.12000        716.52|      37.00000         777.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0510 606.60                   23.000  M   |      35.00000        805.00|      34.12000        784.76|      37.00000         851.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0520 606.74                   16.000  M   |      90.00000       1440.00|      89.07000       1425.12|      95.00000        1520.00
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0530 606.79                   11.000  EA  |    1800.00000      19800.00|    1800.00000      19800.00|    1900.00000       20900.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0540 609.247                   4.000  EA  |     200.00000        800.00|     350.00000       1400.00|     280.00000        1120.00
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0550 609.31                  800.000  M   |      11.40000       9120.00|      10.66000       8528.00|      13.00000       10400.00
  CURB TYPE 3                             |                            |                            |
0560 610.08                  530.000  M3  |      50.00000      26500.00|      60.00000      31800.00|      35.00000       18550.00
  PLAIN RIPRAP                            |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 10
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000014            |(   6  ) 000272
                                          |C P M CONSTRUCTORS          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 610.18                   20.000  M3  |      50.00000       1000.00|      65.00000       1300.00|      56.00000        1120.00
  STONE DITCH PROTECTION                  |                            |                            |
0580 612.06                  240.000  M2  |       4.00000        960.00|       1.00000        240.00|       3.00000         720.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0590 613.319                8750.000  M2  |       2.00000      17500.00|       1.75000      15312.50|       3.00000       26250.00
  EROSION CONTROL BLANKET                 |                            |                            |
0600 615.07                 2150.000  M3  |      30.00000      64500.00|      15.00000      32250.00|      25.00000       53750.00
  LOAM                                    |                            |                            |
0610 618.1301                 48.000  UN  |      21.00000       1008.00|      28.00000       1344.00|      30.00000        1440.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0620 618.1401                265.000  UN  |      12.00000       3180.00|      12.00000       3180.00|      13.00000        3445.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0630 618.1411                230.000  UN  |      29.00000       6670.00|      29.00000       6670.00|      31.00000        7130.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0640 618.19                  460.000  KG  |       6.00000       2760.00|       1.00000        460.00|       1.00000         460.00
  REFERTILIZATION                         |                            |                            |
0650 618.20                   31.000  KG  |       2.00000         62.00|       2.00000         62.00|       2.00000          62.00
  ANNUAL RYE GRASS SEED                   |                            |                            |
0660 619.1201                940.000  UN  |       6.00000       5640.00|       6.94000       6523.60|       8.00000        7520.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0670 620.58                 1310.000  M2  |       2.00000       2620.00|       4.00000       5240.00|       1.00000        1310.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0680 621.038                  20.000  EA  |     200.00000       4000.00|     147.50000       2950.00|     160.00000        3200.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP B                                 |                            |                            |
0690 621.267                  20.000  EA  |     200.00000       4000.00|     310.00000       6200.00|     440.00000        8800.00
  LARGE DECIDUOUS TREE (45 MM - 50 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0700 621.552                  15.000  EA  |      75.00000       1125.00|      65.00000        975.00|      77.00000        1155.00
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0710 627.711               13000.000  M   |       0.27000       3510.00|       0.26500       3445.00|       0.30000        3900.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0720 627.75                    9.000  M2  |      22.50000        202.50|      22.50000        202.50|      52.00000         468.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0730 627.76                           LUMP|       0.20000          0.20|    5000.00000       5000.00|    5100.00000        5100.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0740 629.05                   20.000  MH  |      25.00000        500.00|      30.00000        600.00|      40.00000         800.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 10/30/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/30/02
                                                                                                                   PAGE : 11
     LOCATION : DIXFIELD                                TABULATION OF BIDS
                                            CONTRACT ID : 004329.20
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000164             |(   5   ) 000014            |(   6  ) 000272
                                          |C P M CONSTRUCTORS          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 631.12                   20.000  HR  |      85.00000       1700.00|      85.00000       1700.00|     120.00000        2400.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0760 631.172                  20.000  HR  |      45.00000        900.00|      40.00000        800.00|      50.00000        1000.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0770 631.20                   10.000  HR  |     125.00000       1250.00|      10.00000        100.00|     120.00000        1200.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0780 631.32                    5.000  HR  |     175.00000        875.00|      10.00000         50.00|     140.00000         700.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0790 635.14                  610.000  M2  |     375.00000     228750.00|     475.00000     289750.00|     540.00000      329400.00
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                            |                            |
  WALL                                    |                            |                            |
0800 637.071                          LUMP|   25000.00000      25000.00|   25000.00000      25000.00|   15400.00000       15400.00
  DUST CONTROL                            |                            |                            |
0810 639.18                    1.000  EA  |   10000.00000      10000.00|   15000.00000      15000.00|    8000.00000        8000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0820 652.31                   20.000  EA  |      50.00000       1000.00|      35.00000        700.00|      60.00000        1200.00
  TYPE I BARRICADE                        |                            |                            |
0830 652.311                  20.000  EA  |      55.00000       1100.00|      35.00000        700.00|      60.00000        1200.00
  TYPE II BARRICADE                       |                            |                            |
0840 652.33                  100.000  EA  |      60.00000       6000.00|      35.00000       3500.00|      60.00000        6000.00
  DRUM                                    |                            |                            |
0850 652.34                  100.000  EA  |      25.00000       2500.00|      15.00000       1500.00|      25.00000        2500.00
  CONE                                    |                            |                            |
0860 652.35                  100.000  M2  |     122.00000      12200.00|      85.00000       8500.00|      90.00000        9000.00
  CONSTRUCTION SIGNS                      |                            |                            |
0870 652.361                 250.000  LS  |   25000.00000      25000.00|   10000.00000      10000.00|   45000.00000       45000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0880 652.38                 4000.000  MH  |      13.40000      53600.00|      15.00000      60000.00|      19.00000       76000.00
  FLAGGER                                 |                            |                            |
0890 656.75                           LUMP|   26000.00000      26000.00|   40000.00000      40000.00|   30000.00000       30000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0900 657.24                  230.000  UN  |       1.00000        230.00|      10.00000       2300.00|      11.00000        2530.00
  SEEDING PITS                            |                            |                            |
0910 659.10                           LUMP|  280000.00000     280000.00|  165180.00000     165180.00|  350000.00000      350000.00
  MOBILIZATION                            |                            |                            |
0920 660.21                 3000.000  MH  |       0.01000         30.00|       7.50000      22500.00|       1.00000        3000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,159,877.80|             $  3,192,705.90|              $  3,586,509.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,159,877.80|             $  3,192,705.90|              $  3,586,509.00
====================================================================================================================================