Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : NEW SHARON                              TABULATION OF BIDS

                                            CONTRACT ID : 009142.00
                                                          =========

                                        COMPLETION DATE : 11/10/01

   PROJECT(S):  STP-9142(00)X           COUNTIE(S) : FRANKLIN                    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.                                                  $    696,093.35     100.0000%
   2   000014         FARRIN BROS. & SMITH, INC.                                             $    723,794.45     103.9795%
   3   000272         A & V CONSTRUCTION, CORP.                                              $    728,309.75     104.6282%
   4   000855         BRIDGECORP                                                             $    816,484.35     117.2952%
====================================================================================================================================
                                          |(   1  ) 000059             |(   2  ) 000014             |(   3  ) 000272
                                          |PIKE INDUSTRIES, INC.       |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 300.000  M2  |      25.00000       7500.00|      10.25000       3075.00|      30.00000        9000.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.202                3780.000  M   |       7.00000      26460.00|       7.50000      28350.00|       7.50000       28350.00
  INSLOPE EXCAVATION                      |                            |                            |
0030 203.203                2660.000  M   |       9.00000      23940.00|       9.50000      25270.00|      10.00000       26600.00
  DITCH EXCAVATION                        |                            |                            |
0040 203.204                 970.000  M   |      30.00000      29100.00|      25.00000      24250.00|      25.00000       24250.00
  NEW DITCH EXCAVATION                    |                            |                            |
0050 204.41                 9965.000  M2  |       3.85000      38365.25|       6.50000      64772.50|       5.00000       49825.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 307.32                17755.000  M2  |       1.80000      31959.00|       3.50000      62142.50|       3.25000       57703.75
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0070 403.207                2560.000  MG  |      35.00000      89600.00|      36.90000      94464.00|      39.00000       99840.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.209                  50.000  MG  |      90.00000       4500.00|      80.00000       4000.00|     100.00000        5000.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                3250.000  MG  |      35.00000     113750.00|      37.90000     123175.00|      39.00000      126750.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : NEW SHARON                              TABULATION OF BIDS

                                            CONTRACT ID : 009142.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000014            |(   3  ) 000272
                                          |PIKE INDUSTRIES, INC.       |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.211                 700.000  MG  |      35.00000      24500.00|      37.40000      26180.00|      39.00000       27300.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0110 409.15                  900.000  L   |       0.80000        720.00|       0.80000        720.00|       0.90000         810.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 411.10                  295.000  M3  |      50.00000      14750.00|      45.00000      13275.00|      30.00000        8850.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0130 603.17                   97.600  M   |      90.00000       8784.00|     145.00000      14152.00|     100.00000        9760.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.179                  60.100  M   |     275.00000      16527.50|     242.00000      14544.20|     175.00000       10517.50
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.19                   73.200  M   |     100.00000       7320.00|     157.00000      11492.40|     120.00000        8784.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.199                  23.300  M   |     325.00000       7572.50|     255.00000       5941.50|     215.00000        5009.50
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.20                   12.200  M   |     115.00000       1403.00|     181.00000       2208.20|     140.00000        1708.00
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0180 603.209                  21.300  M   |     400.00000       8520.00|     270.00000       5751.00|     205.00000        4366.50
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.219                   4.800  M   |     650.00000       3120.00|     436.00000       2092.80|     400.00000        1920.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0200 604.092                   2.000  EA  |    2500.00000       5000.00|    1800.00000       3600.00|    1800.00000        3600.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0210 605.12                   98.000  M   |      80.00000       7840.00|     100.00000       9800.00|     130.00000       12740.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0220 606.23                  100.000  M   |      32.00000       3200.00|      30.79000       3079.00|      35.00000        3500.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0230 606.232                  22.800  M   |      32.00000        729.60|      31.66000        721.85|      35.00000         798.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0240 606.35                   15.000  EA  |      30.00000        450.00|      25.00000        375.00|      27.00000         405.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0250 606.752                   1.000  EA  |     950.00000        950.00|    1000.00000       1000.00|    1000.00000        1000.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0260 606.76                    1.000  EA  |    1600.00000       1600.00|    1400.00000       1400.00|    1500.00000        1500.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0270 609.31                  220.000  M   |      15.00000       3300.00|      21.75000       4785.00|      30.00000        6600.00
  CURB TYPE 3                             |                            |                            |
0280 610.08                   60.000  M3  |      75.00000       4500.00|     108.00000       6480.00|      70.00000        4200.00
  PLAIN RIPRAP                            |                            |                            |
0290 610.18                  100.000  M3  |      65.00000       6500.00|      65.00000       6500.00|      50.00000        5000.00
  STONE DITCH PROTECTION                  |                            |                            |
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : NEW SHARON                              TABULATION OF BIDS

                                            CONTRACT ID : 009142.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000014            |(   3  ) 000272
                                          |PIKE INDUSTRIES, INC.       |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 613.319                8400.000  M2  |       1.50000      12600.00|       3.00000      25200.00|       1.75000       14700.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0310 618.1401                345.000  UN  |      13.50000       4657.50|      13.50000       4657.50|      16.00000        5520.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0320 619.1201                345.000  UN  |      12.00000       4140.00|       6.00000       2070.00|       9.00000        3105.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0330 620.58                  425.000  M2  |       2.00000        850.00|       5.00000       2125.00|       3.50000        1487.50
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.76                           LUMP|    4500.00000       4500.00|    2500.00000       2500.00|    4000.00000        4000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0350 631.12                   20.000  HR  |      90.00000       1800.00|     100.00000       2000.00|      80.00000        1600.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0360 631.172                  30.000  HR  |      45.00000       1350.00|      45.00000       1350.00|      40.00000        1200.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0370 631.18                   15.000  HR  |      60.00000        900.00|      35.00000        525.00|      40.00000         600.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0380 639.19                    1.000  EA  |    6500.00000       6500.00|    5000.00000       5000.00|    4500.00000        4500.00
  FIELD OFFICE TYPE B                     |                            |                            |
0390 652.33                   12.000  EA  |      55.00000        660.00|      40.00000        480.00|      55.00000         660.00
  DRUM                                    |                            |                            |
0400 652.34                   50.000  EA  |      16.00000        800.00|      20.00000       1000.00|      15.00000         750.00
  CONE                                    |                            |                            |
0410 652.35                   85.000  M2  |      70.00000       5950.00|     100.00000       8500.00|      85.00000        7225.00
  CONSTRUCTION SIGNS                      |                            |                            |
0420 652.36                   74.000  CD  |     325.00000      24050.00|      35.00000       2590.00|     100.00000        7400.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0430 652.38                 2000.000  MH  |      14.00000      28000.00|      14.00000      28000.00|      14.00000       28000.00
  FLAGGER                                 |                            |                            |
0440 656.55                  275.000  M3  |      25.00000       6875.00|      40.00000      11000.00|      25.00000        6875.00
  DUMPED STONE                            |                            |                            |
0450 656.75                           LUMP|   17500.00000      17500.00|   35000.00000      35000.00|   25000.00000       25000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0460 659.10                           LUMP|   82500.00000      82500.00|   28200.00000      28200.00|   70000.00000       70000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    696,093.35|             $    723,794.45|              $    728,309.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    696,093.35|             $    723,794.45|              $    728,309.75
====================================================================================================================================
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : NEW SHARON                              TABULATION OF BIDS

                                            CONTRACT ID : 009142.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |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                 300.000  M2  |      12.00000       3600.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.202                3780.000  M   |       9.00000      34020.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0030 203.203                2660.000  M   |      10.00000      26600.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0040 203.204                 970.000  M   |      12.00000      11640.00|                            |
  NEW DITCH EXCAVATION                    |                            |                            |
0050 204.41                 9965.000  M2  |       6.00000      59790.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 307.32                17755.000  M2  |       1.85000      32846.75|                            |
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0070 403.207                2560.000  MG  |      37.00000      94720.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.209                  50.000  MG  |      80.00000       4000.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                3250.000  MG  |      38.00000     123500.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0100 403.211                 700.000  MG  |      38.00000      26600.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0110 409.15                  900.000  L   |       1.00000        900.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 411.10                  295.000  M3  |      65.00000      19175.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0130 603.17                   97.600  M   |     125.00000      12200.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.179                  60.100  M   |     180.00000      10818.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.19                   73.200  M   |     135.00000       9882.00|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.199                  23.300  M   |     210.00000       4893.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.20                   12.200  M   |     180.00000       2196.00|                            |
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0180 603.209                  21.300  M   |     200.00000       4260.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 5
     LOCATION : NEW SHARON                              TABULATION OF BIDS

                                            CONTRACT ID : 009142.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.219                   4.800  M   |     275.00000       1320.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0200 604.092                   2.000  EA  |    1300.00000       2600.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0210 605.12                   98.000  M   |     125.00000      12250.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0220 606.23                  100.000  M   |      36.00000       3600.00|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0230 606.232                  22.800  M   |      37.00000        843.60|                            |
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0240 606.35                   15.000  EA  |      30.00000        450.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0250 606.752                   1.000  EA  |    1050.00000       1050.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0260 606.76                    1.000  EA  |    1650.00000       1650.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0270 609.31                  220.000  M   |      14.00000       3080.00|                            |
  CURB TYPE 3                             |                            |                            |
0280 610.08                   60.000  M3  |      60.00000       3600.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0290 610.18                  100.000  M3  |      50.00000       5000.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0300 613.319                8400.000  M2  |       1.30000      10920.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0310 618.1401                345.000  UN  |      21.00000       7245.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0320 619.1201                345.000  UN  |      19.00000       6555.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0330 620.58                  425.000  M2  |       3.00000       1275.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.76                           LUMP|    3300.00000       3300.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0350 631.12                   20.000  HR  |     100.00000       2000.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0360 631.172                  30.000  HR  |      55.00000       1650.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0370 631.18                   15.000  HR  |      60.00000        900.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 6
     LOCATION : NEW SHARON                              TABULATION OF BIDS

                                            CONTRACT ID : 009142.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 639.19                    1.000  EA  |    4500.00000       4500.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0390 652.33                   12.000  EA  |      65.00000        780.00|                            |
  DRUM                                    |                            |                            |
0400 652.34                   50.000  EA  |      20.00000       1000.00|                            |
  CONE                                    |                            |                            |
0410 652.35                   85.000  M2  |     100.00000       8500.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0420 652.36                   74.000  CD  |     100.00000       7400.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0430 652.38                 2000.000  MH  |      15.00000      30000.00|                            |
  FLAGGER                                 |                            |                            |
0440 656.55                  275.000  M3  |      45.00000      12375.00|                            |
  DUMPED STONE                            |                            |                            |
0450 656.75                           LUMP|   18000.00000      18000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0460 659.10                           LUMP|  183000.00000     183000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    816,484.35|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    816,484.35|             $          0.00|              $
====================================================================================================================================