Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DAT009634.0000)X                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : COOPER                                  TABULATION OF BIDS
                PEMBROKE
                CHARLOTTE                   CONTRACT ID : 009060.00
                MEDDYBEMPS                                =========

                                        COMPLETION DATE : 09/01/01

   PROJECT(S):  STP-9060(00)X           COUNTIE(S) : WASHINGTON                  MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL 2 RESURFACING                                  ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  1,126,808.58     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $  1,168,468.44     103.6972%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000010             |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 895.000  M2  |       8.00000       7160.00|       6.00000       5370.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.202                3070.000  M   |       6.00000      18420.00|       6.50000      19955.00|
  INSLOPE EXCAVATION                      |                            |                            |
0030 203.203                4300.000  M   |       6.50000      27950.00|       8.00000      34400.00|
  DITCH EXCAVATION                        |                            |                            |
0040 204.41                  180.000  M2  |       5.00000        900.00|      10.00000       1800.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 206.061                  20.000  M3  |      35.00000        700.00|      15.00000        300.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0060 403.209                  60.000  MG  |      80.00000       4800.00|      80.00000       4800.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0070 403.210                7080.000  MG  |      32.50000     230100.00|      37.50000     265500.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.211               13150.000  MG  |      32.50000     427375.00|      33.00000     433950.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0090 409.15                11910.000  L   |       1.00000      11910.00|       1.20000      14292.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 411.10                  175.000  M3  |      22.00000       3850.00|      25.00000       4375.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
     LETTING DATE : 03/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : COOPER                                  TABULATION OF BIDS
                PEMBROKE
                CHARLOTTE                   CONTRACT ID : 009060.00
                MEDDYBEMPS                                =========

====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 461.13                  535.000  MG  |      28.00000      14980.00|      25.00000      13375.00|
  MAINTENANCE SURFACE MIXTURE             |                            |                            |
0120 603.16                  115.000  M   |     168.00000      19320.00|     100.00000      11500.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0130 603.17                   25.000  M   |     176.00000       4400.00|     150.00000       3750.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.179                 158.000  M   |     194.00000      30652.00|     250.00000      39500.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.199                  20.120  M   |     217.00000       4366.04|     295.00000       5935.40|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0160 603.209                  79.020  M   |     246.00000      19438.92|     330.00000      26076.60|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.219                  17.000  M   |     279.00000       4743.00|     350.00000       5950.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0180 606.17                   83.820  M   |      40.00000       3352.80|      33.00000       2766.06|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0190 606.178                   7.620  M   |      16.00000        121.92|      17.00000        129.54|
  GUARDRAIL BEAM                          |                            |                            |
0200 606.21                   15.240  M   |      40.00000        609.60|      41.00000        624.84|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0210 606.265                   2.000  EA  |      30.00000         60.00|      26.00000         52.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0220 606.35                   10.000  EA  |      25.00000        250.00|      23.00000        230.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0230 606.367                   2.000  EA  |      25.00000         50.00|      28.50000         57.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0240 606.752                   6.000  EA  |     695.00000       4170.00|     800.00000       4800.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0250 606.76                    6.000  EA  |    1000.00000       6000.00|    1260.00000       7560.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0260 610.08                  150.000  M3  |      31.75000       4762.50|      40.00000       6000.00|
  PLAIN RIPRAP                            |                            |                            |
0270 610.18                 1590.000  M3  |      23.25000      36967.50|      26.00000      41340.00|
  STONE DITCH PROTECTION                  |                            |                            |
0280 613.319               19320.000  M2  |       1.89000      36514.80|       1.50000      28980.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0290 618.1401                850.000  UN  |       9.95000       8457.50|      14.00000      11900.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 03/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : COOPER                                  TABULATION OF BIDS
                PEMBROKE
                CHARLOTTE                   CONTRACT ID : 009060.00
                MEDDYBEMPS                                =========

====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 619.1201                850.000  UN  |       7.65000       6502.50|       7.00000       5950.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0310 620.58                 7350.000  M2  |       3.37000      24769.50|       3.00000      22050.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0320 627.76                           LUMP|    3000.00000       3000.00|    4000.00000       4000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0330 629.05                   30.000  MH  |      18.00000        540.00|      20.00000        600.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0340 631.12                   55.000  HR  |      68.00000       3740.00|      65.00000       3575.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0350 631.14                   55.000  HR  |      65.00000       3575.00|      65.00000       3575.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0360 631.172                 110.000  HR  |      40.00000       4400.00|      40.00000       4400.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0370 631.32                   80.000  HR  |     100.00000       8000.00|     115.00000       9200.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0380 639.19                    1.000  EA  |    3000.00000       3000.00|    2000.00000       2000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0390 652.31                   25.000  EA  |      40.00000       1000.00|      40.00000       1000.00|
  TYPE I BARRICADE                        |                            |                            |
0400 652.311                  25.000  EA  |      40.00000       1000.00|      40.00000       1000.00|
  TYPE II BARRICADE                       |                            |                            |
0410 652.33                   25.000  EA  |      40.00000       1000.00|      40.00000       1000.00|
  DRUM                                    |                            |                            |
0420 652.34                  100.000  EA  |      25.00000       2500.00|      15.00000       1500.00|
  CONE                                    |                            |                            |
0430 652.35                  225.000  M2  |      85.00000      19125.00|      80.00000      18000.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0440 652.36                  145.000  CD  |      75.00000      10875.00|     110.00000      15950.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0450 652.38                 3800.000  MH  |      13.00000      49400.00|      13.00000      49400.00|
  FLAGGER                                 |                            |                            |
0460 656.75                           LUMP|    6000.00000       6000.00|   10000.00000      10000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0470 659.10                           LUMP|   46000.00000      46000.00|   20000.00000      20000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,126,808.58|             $  1,168,468.44|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,126,808.58|             $  1,168,468.44|              $
====================================================================================================================================