Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 01/31/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : WARREN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009026.00
                                                          =========

                                        COMPLETION DATE : 08/15/01

   PROJECT(S):  BH-9026(00)X            COUNTIE(S) : KNOX                        MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : BRIDGE REPLACEMENT                                   ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000063         WYMAN & SIMPSON, INC.                                                  $    274,887.00     100.0000%
   2   001401         S & A DRAKE INC.                                                       $    283,509.94     103.1369%
   3   000164         C P M CONSTRUCTORS                                                     $    299,966.40     109.1235%
   4   001076         CONSTRUCTION DIVERS, INC.                                              $    343,494.70     124.9585%
   5   000416         T BUCK CONSTRUCTION INC.                                               $    364,215.49     132.4964%
====================================================================================================================================
                                          |(   1  ) 000063             |(   2  ) 001401             |(   3  ) 000164
                                          |WYMAN & SIMPSON, INC.       |S & A DRAKE INC.            |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  265.000  LS  |   22000.00000      22000.00|   55000.00000      55000.00|   20000.00000       20000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  760.000  M3  |       8.00000       6080.00|      10.00000       7600.00|      11.00000        8360.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.21                   50.000  M3  |      75.00000       3750.00|      35.00000       1750.00|      60.00000        3000.00
  ROCK EXCAVATION                         |                            |                            |
0040 203.24                   10.000  M3  |      17.50000        175.00|      10.00000        100.00|      45.00000         450.00
  COMMON BORROW                           |                            |                            |
0050 203.25                  305.000  M3  |      17.60000       5368.00|      13.00000       3965.00|      20.00000        6100.00
  GRANULAR BORROW                         |                            |                            |
0060 206.082                  80.000  M3  |      32.00000       2560.00|      15.00000       1200.00|      55.00000        4400.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0070 304.10                  565.000  M3  |      19.20000      10848.00|      16.00000       9040.00|      25.00000       14125.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.208                  68.000  MG  |     145.00000       9860.00|      85.00000       5780.00|      85.00000        5780.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0090 403.209                   2.000  MG  |     190.00000        380.00|     175.00000        350.00|     175.00000         350.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 01/31/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : WARREN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009026.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 001401            |(   3  ) 000164
                                          |WYMAN & SIMPSON, INC.       |S & A DRAKE INC.            |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.213                  77.000  MG  |     145.00000      11165.00|      85.00000       6545.00|      85.00000        6545.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0110 502.21                   75.000  M3  |     380.00000      28500.00|     250.00000      18750.00|     425.00000       31875.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0120 503.12                 2460.000  KG  |       1.20000       2952.00|       1.12000       2755.20|       1.20000        2952.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0130 503.13                 2460.000  KG  |       0.50000       1230.00|       1.12000       2755.20|       0.75000        1845.00
  REINFORCING STEEL, PLACING              |                            |                            |
0140 509.41                 9353.000  LS  |  102500.00000     102500.00|   85000.00000      85000.00|  110000.00000      110000.00
  ALUMINUM ALLOY STRUCTURAL PLATE BOX     |                            |                            |
  CULVERT,:                               |                            |                            |
0150 511.07                           LUMP|    5000.00000       5000.00|    8000.00000       8000.00|   10000.00000       10000.00
  COFFERDAM: ABUTMENT NO.1                |                            |                            |
0160 511.07                           LUMP|    5000.00000       5000.00|    8000.00000       8000.00|   10000.00000       10000.00
  COFFERDAM: ABUTMENT NO.2                |                            |                            |
0170 526.301                  12.000  LS  |    2000.00000       2000.00|    3000.00000       3000.00|    1500.00000        1500.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0180 606.265                   1.000  EA  |      55.00000         55.00|      50.00000         50.00|      25.00000          25.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0190 606.35                    6.000  EA  |      27.00000        162.00|      25.00000        150.00|      25.00000         150.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0200 606.55                   76.200  M   |      41.00000       3124.20|      38.50000       2933.70|      43.00000        3276.60
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0210 606.60                    7.620  M   |      45.00000        342.90|      42.00000        320.04|      50.00000         381.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0220 606.76                    3.000  EA  |    1600.00000       4800.00|    1500.00000       4500.00|    1300.00000        3900.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0230 609.31                   44.000  M   |      22.00000        968.00|      21.00000        924.00|      20.00000         880.00
  CURB TYPE 3                             |                            |                            |
0240 610.08                  100.000  M3  |      60.00000       6000.00|      30.00000       3000.00|      40.00000        4000.00
  PLAIN RIPRAP                            |                            |                            |
0250 610.18                   15.000  M3  |      70.00000       1050.00|      30.00000        450.00|      50.00000         750.00
  STONE DITCH PROTECTION                  |                            |                            |
0260 613.319                  25.000  M2  |       5.00000        125.00|      10.00000        250.00|       8.00000         200.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0270 615.07                   35.000  M3  |      33.00000       1155.00|      25.00000        875.00|      50.00000        1750.00
  LOAM                                    |                            |                            |
     LETTING DATE : 01/31/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : WARREN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009026.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 001401            |(   3  ) 000164
                                          |WYMAN & SIMPSON, INC.       |S & A DRAKE INC.            |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 617.30                   70.000  M3  |      33.00000       2310.00|      50.00000       3500.00|      15.00000        1050.00
  COMPOSTED BARK MIX                      |                            |                            |
0290 618.1411                  7.000  UN  |      50.00000        350.00|     100.00000        700.00|     100.00000         700.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0300 618.15                    3.000  KG  |      40.00000        120.00|      50.00000        150.00|      25.00000          75.00
  TEMPORARY SEEDING                       |                            |                            |
0310 618.25                    4.000  M3  |     100.00000        400.00|     100.00000        400.00|      50.00000         200.00
  APPLIED WATER                           |                            |                            |
0320 619.1201                  7.000  UN  |      45.00000        315.00|      50.00000        350.00|      40.00000         280.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0330 620.58                   50.000  M2  |       4.00000        200.00|      10.00000        500.00|       6.00000         300.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.71                  310.000  M   |       1.74000        539.40|       1.64000        508.40|       1.64000         508.40
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0350 627.73                  155.000  M   |       3.50000        542.50|       3.28000        508.40|       3.28000         508.40
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0360 629.05                   10.000  MH  |      20.00000        200.00|      20.00000        200.00|      25.00000         250.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0370 631.12                   10.000  HR  |      85.00000        850.00|      80.00000        800.00|      85.00000         850.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0380 631.132                  10.000  HR  |      45.00000        450.00|      50.00000        500.00|      70.00000         700.00
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0390 631.172                  10.000  HR  |      36.00000        360.00|      35.00000        350.00|      45.00000         450.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0400 637.071                          LUMP|    1500.00000       1500.00|    2000.00000       2000.00|    1000.00000        1000.00
  DUST CONTROL                            |                            |                            |
0410 639.19                    1.000  EA  |    1800.00000       1800.00|    5000.00000       5000.00|    3500.00000        3500.00
  FIELD OFFICE TYPE B                     |                            |                            |
0420 652.39                           LUMP|    3500.00000       3500.00|    2500.00000       2500.00|    5000.00000        5000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0430 656.75                           LUMP|    4300.00000       4300.00|    2500.00000       2500.00|    5000.00000        5000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0440 659.10                           LUMP|   20000.00000      20000.00|   30000.00000      30000.00|   27000.00000       27000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    274,887.00|             $    283,509.94|              $    299,966.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    274,887.00|             $    283,509.94|              $    299,966.40
====================================================================================================================================
     LETTING DATE : 01/31/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : WARREN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009026.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 001076             |(   5   ) 000416            |(      )
                                          |CONSTRUCTION DIVERS, INC.   |T BUCK CONSTRUCTION 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                  265.000  LS  |    9000.00000       9000.00|   61650.00000      61650.00|
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  760.000  M3  |      18.50000      14060.00|      12.75000       9690.00|
  COMMON EXCAVATION                       |                            |                            |
0030 203.21                   50.000  M3  |      32.00000       1600.00|     192.00000       9600.00|
  ROCK EXCAVATION                         |                            |                            |
0040 203.24                   10.000  M3  |       7.00000         70.00|      27.00000        270.00|
  COMMON BORROW                           |                            |                            |
0050 203.25                  305.000  M3  |      22.50000       6862.50|      27.00000       8235.00|
  GRANULAR BORROW                         |                            |                            |
0060 206.082                  80.000  M3  |      35.00000       2800.00|      50.00000       4000.00|
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0070 304.10                  565.000  M3  |      24.50000      13842.50|      27.75000      15678.75|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.208                  68.000  MG  |      77.00000       5236.00|      85.00000       5780.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0090 403.209                   2.000  MG  |      96.00000        192.00|     175.00000        350.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 403.213                  77.000  MG  |      83.00000       6391.00|      85.00000       6545.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0110 502.21                   75.000  M3  |     290.00000      21750.00|     390.00000      29250.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0120 503.12                 2460.000  KG  |       0.80000       1968.00|       1.20000       2952.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0130 503.13                 2460.000  KG  |       2.00000       4920.00|       0.60000       1476.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0140 509.41                 9353.000  LS  |  132000.00000     132000.00|   85831.00000      85831.00|
  ALUMINUM ALLOY STRUCTURAL PLATE BOX     |                            |                            |
  CULVERT,:                               |                            |                            |
0150 511.07                           LUMP|   12000.00000      12000.00|   14230.00000      14230.00|
  COFFERDAM: ABUTMENT NO.1                |                            |                            |
0160 511.07                           LUMP|   12000.00000      12000.00|   14230.00000      14230.00|
  COFFERDAM: ABUTMENT NO.2                |                            |                            |
0170 526.301                  12.000  LS  |    4200.00000       4200.00|    3500.00000       3500.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
     LETTING DATE : 01/31/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 5
     LOCATION : WARREN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009026.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 001076             |(   5   ) 000416            |(      )
                                          |CONSTRUCTION DIVERS, INC.   |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 606.265                   1.000  EA  |      32.00000         32.00|      50.00000         50.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0190 606.35                    6.000  EA  |      32.00000        192.00|      25.00000        150.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0200 606.55                   76.200  M   |      45.00000       3429.00|      38.50000       2933.70|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0210 606.60                    7.620  M   |      60.00000        457.20|      42.00000        320.04|
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0220 606.76                    3.000  EA  |    1500.00000       4500.00|    1500.00000       4500.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0230 609.31                   44.000  M   |      16.00000        704.00|      20.00000        880.00|
  CURB TYPE 3                             |                            |                            |
0240 610.08                  100.000  M3  |      45.00000       4500.00|      60.00000       6000.00|
  PLAIN RIPRAP                            |                            |                            |
0250 610.18                   15.000  M3  |      32.00000        480.00|      45.00000        675.00|
  STONE DITCH PROTECTION                  |                            |                            |
0260 613.319                  25.000  M2  |      50.00000       1250.00|       2.00000         50.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0270 615.07                   35.000  M3  |      32.00000       1120.00|      40.00000       1400.00|
  LOAM                                    |                            |                            |
0280 617.30                   70.000  M3  |      35.00000       2450.00|      17.00000       1190.00|
  COMPOSTED BARK MIX                      |                            |                            |
0290 618.1411                  7.000  UN  |      42.50000        297.50|      75.00000        525.00|
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0300 618.15                    3.000  KG  |      40.00000        120.00|      10.00000         30.00|
  TEMPORARY SEEDING                       |                            |                            |
0310 618.25                    4.000  M3  |      70.00000        280.00|     125.00000        500.00|
  APPLIED WATER                           |                            |                            |
0320 619.1201                  7.000  UN  |      27.00000        189.00|      50.00000        350.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0330 620.58                   50.000  M2  |       4.00000        200.00|       4.00000        200.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.71                  310.000  M   |       1.70000        527.00|       1.65000        511.50|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0350 627.73                  155.000  M   |       6.00000        930.00|       3.30000        511.50|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0360 629.05                   10.000  MH  |      17.50000        175.00|      29.00000        290.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0370 631.12                   10.000  HR  |      90.00000        900.00|     120.00000       1200.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 01/31/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 6
     LOCATION : WARREN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009026.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 001076             |(   5   ) 000416            |(      )
                                          |CONSTRUCTION DIVERS, INC.   |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.132                  10.000  HR  |      75.00000        750.00|      80.00000        800.00|
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0390 631.172                  10.000  HR  |      32.00000        320.00|      55.00000        550.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0400 637.071                          LUMP|    5400.00000       5400.00|     100.00000        100.00|
  DUST CONTROL                            |                            |                            |
0410 639.19                    1.000  EA  |    1400.00000       1400.00|    2750.00000       2750.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0420 652.39                           LUMP|   26000.00000      26000.00|   11000.00000      11000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0430 656.75                           LUMP|   12000.00000      12000.00|    8700.00000       8700.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0440 659.10                           LUMP|   26000.00000      26000.00|   44781.00000      44781.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    343,494.70|             $    364,215.49|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    343,494.70|             $    364,215.49|              $
====================================================================================================================================