Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 1
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 010043.00                                     COMPLETION DATE : 10/15/04
                                                           =========
   PROJECT(S):  STP-1004(300)X          LOCATION(S): HAYNESVILLE                    MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1004(900)X                       LINNEUS
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRIDGE CULVERT REPLACEMENT / REHABILITATION                                   NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $    343,188.05     100.0000%
   2   000304         LOU SILVER INC.                                                        $    409,987.50     119.4644%
   3   001177         ATLANTIC MECHANICAL, INC.                                              $    456,729.00     133.0842%
   4   001410         DICKISON & LONDON, INC.                                                $    472,847.00     137.7807%
   5   000273         SODERBERG COMPANY, INC.                                                $    777,420.00     226.5289%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000304             |(   3  ) 001177
                                          |THE LANE CONSTRUCTION CORP. |LOU SILVER INC.             |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 203.20                  880.000  M3  |      11.00000       9680.00|      11.40000      10032.00|      16.80000       14784.00
  COMMON EXCAVATION                       |                            |                            |
0020 203.25                  110.000  M3  |      25.00000       2750.00|      33.30000       3663.00|      19.20000        2112.00
  GRANULAR BORROW                         |                            |                            |
0030 304.10                  815.000  M3  |      16.00000      13040.00|      22.00000      17930.00|      30.00000       24450.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0040 403.208                 116.000  MG  |      95.00000      11020.00|      95.00000      11020.00|     114.00000       13224.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0050 403.213                 400.000  MG  |      95.00000      38000.00|      95.00000      38000.00|     114.00000       45600.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0060 409.15                  115.000  L   |       6.00000        690.00|       6.00000        690.00|       7.20000         828.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0070 502.571                          LUMP|   14000.00000      14000.00|   32900.00000      32900.00|   56052.00000       56052.00
  ANNULAR SPACE GROUTING                  |                            |                            |
0080 509.12                11500.000  LS  |   65000.00000      65000.00|   87500.00000      87500.00|   72828.00000       72828.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0090 509.202                   1.000  LS  |   30000.00000      30000.00|   46310.00000      46310.00|   39600.00000       39600.00
  CULVERT SLIPLINING                      |                            |                            |
0100 511.07                           LUMP|    5000.00000       5000.00|    2200.00000       2200.00|    6000.00000        6000.00
  COFFERDAM: DOWNSTREAM - HAYNESVILLE     |                            |                            |
0110 511.07                           LUMP|    5000.00000       5000.00|    2300.00000       2300.00|    6000.00000        6000.00
  COFFERDAM: DOWNSTREAM - LINNEUS         |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 2
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 010043.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000304            |(   3  ) 001177
                                          |THE LANE CONSTRUCTION CORP. |LOU SILVER INC.             |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 511.07                           LUMP|    5000.00000       5000.00|    4500.00000       4500.00|    6000.00000        6000.00
  COFFERDAM: UPSTREAM - LINNEUS           |                            |                            |
0130 511.07                           LUMP|    5000.00000       5000.00|    4500.00000       4500.00|    6000.00000        6000.00
  COFFERDAM: UPSTREAM- HAYNESVILLE        |                            |                            |
0140 514.06                    1.000  EA  |     500.00000        500.00|     600.00000        600.00|     600.00000         600.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0150 528.94                    2.000  EA  |    2000.00000       4000.00|    1600.00000       3200.00|    2160.00000        4320.00
  LOG DROP GRADE CONTROL STRUCTURE        |                            |                            |
0160 606.17                  138.000  M   |      40.00000       5520.00|      40.00000       5520.00|      60.00000        8280.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0170 606.22                   16.000  M   |      50.00000        800.00|      50.00000        800.00|      60.00000         960.00
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0180 606.265                   2.000  EA  |      50.00000        100.00|      50.00000        100.00|      60.00000         120.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0190 606.35                    6.000  EA  |      32.00000        192.00|      32.00000        192.00|      42.00000         252.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0200 606.47                    1.000  EA  |      65.00000         65.00|      65.00000         65.00|      42.00000          42.00
  SINGLE WOOD POST                        |                            |                            |
0210 606.76                    2.000  EA  |    1500.00000       3000.00|    1480.00000       2960.00|    1680.00000        3360.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0220 610.08                  182.000  M3  |      60.00000      10920.00|      70.00000      12740.00|      72.00000       13104.00
  PLAIN RIPRAP                            |                            |                            |
0230 610.18                   10.000  M3  |      60.00000        600.00|      80.00000        800.00|      60.00000         600.00
  STONE DITCH PROTECTION                  |                            |                            |
0240 613.319                  70.000  M2  |       3.00000        210.00|       8.00000        560.00|       3.60000         252.00
  EROSION CONTROL BLANKET                 |                            |                            |
0250 615.07                   40.000  M3  |      45.00000       1800.00|      45.00000       1800.00|      60.00000        2400.00
  LOAM                                    |                            |                            |
0260 618.1401                  8.000  UN  |      30.00000        240.00|     125.00000       1000.00|     420.00000        3360.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0270 618.15                    7.000  KG  |      30.00000        210.00|       6.50000         45.50|     420.00000        2940.00
  TEMPORARY SEEDING                       |                            |                            |
0280 618.25                    9.000  M3  |     100.00000        900.00|     100.00000        900.00|      60.00000         540.00
  APPLIED WATER                           |                            |                            |
0290 619.1201                  7.000  UN  |       8.00000         56.00|     125.00000        875.00|     240.00000        1680.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0300 619.1401                 16.000  M3  |      65.00000       1040.00|      85.00000       1360.00|      48.00000         768.00
  EROSION CONTROL MIX                     |                            |                            |
0310 620.58                  170.000  M2  |       3.00000        510.00|       5.00000        850.00|       2.40000         408.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 3
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 010043.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000304            |(   3  ) 001177
                                          |THE LANE CONSTRUCTION CORP. |LOU SILVER INC.             |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 627.711                 315.000  M   |       4.27000       1345.05|       5.00000       1575.00|       5.40000        1701.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0330 629.05                   30.000  HR  |      20.00000        600.00|      30.00000        900.00|      24.00000         720.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0340 631.12                   20.000  HR  |      85.00000       1700.00|     100.00000       2000.00|      96.00000        1920.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0350 631.172                  20.000  HR  |      35.00000        700.00|      60.00000       1200.00|      48.00000         960.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0360 637.071                          LUMP|    1000.00000       1000.00|     700.00000        700.00|    3000.00000        3000.00
  DUST CONTROL                            |                            |                            |
0370 639.19                    1.000  EA  |    6000.00000       6000.00|    4300.00000       4300.00|    5400.00000        5400.00
  FIELD OFFICE TYPE B                     |                            |                            |
0380 643.72                           LUMP|    6000.00000       6000.00|   30000.00000      30000.00|   31364.00000       31364.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0390 652.39                           LUMP|   52000.00000      52000.00|   25400.00000      25400.00|   14200.00000       14200.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0400 656.75                           LUMP|    4000.00000       4000.00|    8000.00000       8000.00|    6000.00000        6000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0410 659.10                           LUMP|   35000.00000      35000.00|   40000.00000      40000.00|   54000.00000       54000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    343,188.05|             $    409,987.50|              $    456,729.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    343,188.05|             $    409,987.50|              $    456,729.00
====================================================================================================================================
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 4
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 010043.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 001410             |(   5   ) 000273            |(      )
                                          |DICKISON & LONDON, INC.     |SODERBERG COMPANY, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 203.20                  880.000  M3  |      20.00000      17600.00|      20.00000      17600.00|
  COMMON EXCAVATION                       |                            |                            |
0020 203.25                  110.000  M3  |      22.00000       2420.00|      50.00000       5500.00|
  GRANULAR BORROW                         |                            |                            |
0030 304.10                  815.000  M3  |      26.00000      21190.00|      40.00000      32600.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0040 403.208                 116.000  MG  |     100.00000      11600.00|     120.00000      13920.00|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0050 403.213                 400.000  MG  |     100.00000      40000.00|     120.00000      48000.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0060 409.15                  115.000  L   |       2.00000        230.00|      10.00000       1150.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0070 502.571                          LUMP|   36000.00000      36000.00|   45000.00000      45000.00|
  ANNULAR SPACE GROUTING                  |                            |                            |
0080 509.12                11500.000  LS  |  150000.00000     150000.00|  230000.00000     230000.00|
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0090 509.202                   1.000  LS  |    6100.00000       6100.00|   65000.00000      65000.00|
  CULVERT SLIPLINING                      |                            |                            |
0100 511.07                           LUMP|    7500.00000       7500.00|   15000.00000      15000.00|
  COFFERDAM: DOWNSTREAM - HAYNESVILLE     |                            |                            |
0110 511.07                           LUMP|    7500.00000       7500.00|    8000.00000       8000.00|
  COFFERDAM: DOWNSTREAM - LINNEUS         |                            |                            |
0120 511.07                           LUMP|    7500.00000       7500.00|    8000.00000       8000.00|
  COFFERDAM: UPSTREAM - LINNEUS           |                            |                            |
0130 511.07                           LUMP|    7500.00000       7500.00|   20000.00000      20000.00|
  COFFERDAM: UPSTREAM- HAYNESVILLE        |                            |                            |
0140 514.06                    1.000  EA  |    1000.00000       1000.00|    1000.00000       1000.00|
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0150 528.94                    2.000  EA  |    7500.00000      15000.00|    6500.00000      13000.00|
  LOG DROP GRADE CONTROL STRUCTURE        |                            |                            |
0160 606.17                  138.000  M   |      50.00000       6900.00|      45.00000       6210.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0170 606.22                   16.000  M   |      52.00000        832.00|      50.00000        800.00|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0180 606.265                   2.000  EA  |      55.00000        110.00|      50.00000        100.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0190 606.35                    6.000  EA  |      40.00000        240.00|      50.00000        300.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 5
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 010043.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 001410             |(   5   ) 000273            |(      )
                                          |DICKISON & LONDON, INC.     |SODERBERG COMPANY, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 606.47                    1.000  EA  |      40.00000         40.00|      50.00000         50.00|
  SINGLE WOOD POST                        |                            |                            |
0210 606.76                    2.000  EA  |    1600.00000       3200.00|    1800.00000       3600.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0220 610.08                  182.000  M3  |      90.00000      16380.00|      60.00000      10920.00|
  PLAIN RIPRAP                            |                            |                            |
0230 610.18                   10.000  M3  |      90.00000        900.00|     100.00000       1000.00|
  STONE DITCH PROTECTION                  |                            |                            |
0240 613.319                  70.000  M2  |       4.00000        280.00|      10.00000        700.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0250 615.07                   40.000  M3  |      20.00000        800.00|      40.00000       1600.00|
  LOAM                                    |                            |                            |
0260 618.1401                  8.000  UN  |     100.00000        800.00|      75.00000        600.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0270 618.15                    7.000  KG  |      10.00000         70.00|      25.00000        175.00|
  TEMPORARY SEEDING                       |                            |                            |
0280 618.25                    9.000  M3  |      50.00000        450.00|     200.00000       1800.00|
  APPLIED WATER                           |                            |                            |
0290 619.1201                  7.000  UN  |      50.00000        350.00|      75.00000        525.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0300 619.1401                 16.000  M3  |      30.00000        480.00|     100.00000       1600.00|
  EROSION CONTROL MIX                     |                            |                            |
0310 620.58                  170.000  M2  |      15.00000       2550.00|       5.00000        850.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0320 627.711                 315.000  M   |       5.00000       1575.00|      12.00000       3780.00|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0330 629.05                   30.000  HR  |      35.00000       1050.00|      28.00000        840.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0340 631.12                   20.000  HR  |      90.00000       1800.00|     100.00000       2000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0350 631.172                  20.000  HR  |      45.00000        900.00|      60.00000       1200.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0360 637.071                          LUMP|    3000.00000       3000.00|   20000.00000      20000.00|
  DUST CONTROL                            |                            |                            |
0370 639.19                    1.000  EA  |    9000.00000       9000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0380 643.72                           LUMP|   30000.00000      30000.00|   50000.00000      50000.00|
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0390 652.39                           LUMP|   20000.00000      20000.00|   30000.00000      30000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
     LETTING DATE : 03/12/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/12/03
                                                                                                                   PAGE : 6
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 010043.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 001410             |(   5   ) 000273            |(      )
                                          |DICKISON & LONDON, INC.     |SODERBERG COMPANY, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 656.75                           LUMP|   20000.00000      20000.00|   10000.00000      10000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0410 659.10                           LUMP|   20000.00000      20000.00|  100000.00000     100000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    472,847.00|             $    777,420.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    472,847.00|             $    777,420.00|              $
====================================================================================================================================