Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 04/04/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : ANSON                                   TABULATION OF BIDS

                                            CONTRACT ID : 009077.00
                                                          =========

                                        COMPLETION DATE : 01/01/01

   PROJECT(S):  STP-9077(00)X           COUNTIE(S) : SOMERSET                    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   000059         PIKE INDUSTRIES, INC.                                                  $    881,827.39     100.0000%
   2   000855         BRIDGECORP                                                             $    924,397.16     104.8274%
====================================================================================================================================
                                          |(   1  ) 000059             |(   2  ) 000855             |(      )
                                          |PIKE INDUSTRIES, INC.       |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 350.000  M2  |      30.00000      10500.00|      18.00000       6300.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.202                 700.000  M   |       9.00000       6300.00|       8.50000       5950.00|
  INSLOPE EXCAVATION                      |                            |                            |
0030 203.203                1700.000  M   |      10.00000      17000.00|       9.50000      16150.00|
  DITCH EXCAVATION                        |                            |                            |
0040 204.41                16200.000  M2  |       4.00000      64800.00|       5.00000      81000.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 206.061                  20.000  M3  |      15.00000        300.00|      10.00000        200.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0060 304.103                  25.000  M3  |      16.00000        400.00|      15.00000        375.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0070 403.209                 300.000  MG  |      80.00000      24000.00|     100.00000      30000.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0080 403.210                5000.000  MG  |      36.00000     180000.00|      38.00000     190000.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0090 403.211                4250.000  MG  |      36.00000     153000.00|      40.00000     170000.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0100 409.15                 4000.000  L   |       1.50000       6000.00|       1.00000       4000.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 04/04/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : ANSON                                   TABULATION OF BIDS

                                            CONTRACT ID : 009077.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000855            |(      )
                                          |PIKE INDUSTRIES, INC.       |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 411.10                  250.000  M3  |      70.00000      17500.00|      65.00000      16250.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0120 603.16                   60.000  M   |      95.00000       5700.00|      90.00000       5400.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0130 603.17                   30.000  M   |     120.00000       3600.00|     110.00000       3300.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.73                   30.000  M   |      20.00000        600.00|      15.00000        450.00|
  REMOVE AND RELAY METAL PIPE             |                            |                            |
0150 604.167                   8.000  EA  |     425.00000       3400.00|     400.00000       3200.00|
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0160 604.18                    7.000  EA  |     250.00000       1750.00|     200.00000       1400.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0170 606.17                  765.810  M   |      28.75000      22017.04|      33.00000      25271.73|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0180 606.21                   30.480  M   |      35.75000       1089.66|      40.00000       1219.20|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0190 606.22                   30.480  M   |      35.75000       1089.66|      40.00000       1219.20|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0200 606.265                   8.000  EA  |      28.00000        224.00|      30.00000        240.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0210 606.35                   38.000  EA  |      25.00000        950.00|      28.00000       1064.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0220 606.362                1908.810  M   |       2.75000       5249.23|       3.00000       5726.43|
  GUARDRAIL ADJUSTED                      |                            |                            |
0230 606.47                   15.000  EA  |      30.00000        450.00|      28.00000        420.00|
  SINGLE WOOD POST                        |                            |                            |
0240 606.752                  10.000  EA  |    1100.00000      11000.00|    1000.00000      10000.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0250 606.76                   10.000  EA  |    1100.00000      11000.00|    1100.00000      11000.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0260 609.31                  100.000  M   |      18.00000       1800.00|      16.50000       1650.00|
  CURB TYPE 3                             |                            |                            |
0270 610.08                   25.000  M3  |      70.00000       1750.00|      65.00000       1625.00|
  PLAIN RIPRAP                            |                            |                            |
0280 610.16                 2157.000  M3  |      70.00000     150990.00|      66.00000     142362.00|
  HEAVY RIPRAP                            |                            |                            |
0290 613.319                2100.000  M2  |       1.80000       3780.00|       1.75000       3675.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
     LETTING DATE : 04/04/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : ANSON                                   TABULATION OF BIDS

                                            CONTRACT ID : 009077.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000855            |(      )
                                          |PIKE INDUSTRIES, INC.       |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 618.1401                150.000  UN  |      14.00000       2100.00|      20.00000       3000.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0310 619.1201                150.000  UN  |       8.00000       1200.00|      15.00000       2250.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0320 620.58                 3700.000  M2  |       2.50000       9250.00|       2.00000       7400.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0330 627.76                           LUMP|    3500.00000       3500.00|    7800.00000       7800.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0340 629.05                   25.000  MH  |      25.00000        625.00|      22.00000        550.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0350 631.12                   40.000  HR  |     100.00000       4000.00|      90.00000       3600.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0360 631.14                   15.000  HR  |     100.00000       1500.00|      90.00000       1350.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0370 631.172                  40.000  HR  |      50.00000       2000.00|      50.00000       2000.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0380 631.18                   25.000  HR  |      35.00000        875.00|      25.00000        625.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0390 631.32                   70.000  HR  |      50.00000       3500.00|      50.00000       3500.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0400 639.19                    1.000  EA  |    4500.00000       4500.00|    4500.00000       4500.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0410 652.31                   10.000  EA  |      65.00000        650.00|      60.00000        600.00|
  TYPE I BARRICADE                        |                            |                            |
0420 652.33                   50.000  EA  |      55.00000       2750.00|      65.00000       3250.00|
  DRUM                                    |                            |                            |
0430 652.34                  100.000  EA  |      15.00000       1500.00|      17.00000       1700.00|
  CONE                                    |                            |                            |
0440 652.35                   80.540  M2  |      70.00000       5637.80|      90.00000       7248.60|
  CONSTRUCTION SIGNS                      |                            |                            |
0450 652.36                   66.000  CD  |     175.00000      11550.00|      36.00000       2376.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0460 652.38                 1600.000  MH  |      15.00000      24000.00|      12.00000      19200.00|
  FLAGGER                                 |                            |                            |
0470 656.75                           LUMP|   22750.00000      22750.00|   12000.00000      12000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0480 659.10                           LUMP|   73700.00000      73700.00|  102000.00000     102000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    881,827.39|             $    924,397.16|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    881,827.39|             $    924,397.16|              $
====================================================================================================================================