Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 11/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/30/05
                                                                                                                   PAGE : 1
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 012079.00                                     COMPLETION DATE : 05/19/06
                                                           =========
   PROJECT(S):  STP-1207(900)X          LOCATION(S): SCARBOROUGH, INTERSECTION IMPROVEMENTSTATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  SCARBOROUGH, INTERSECTION IMPROVEMENTS                                        NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000403         PRATT & SONS, INC.                                                     $    186,620.00     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $    215,385.00     115.4137%
   3   000855         BRIDGECORP                                                             $    230,882.90     123.7182%
   4   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $    230,988.00     123.7745%
====================================================================================================================================
                                          |(   1  ) 000403             |(   2  ) 000164             |(   3  ) 000855
                                          |PRATT & SONS, INC.          |C P M CONSTRUCTORS          |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                  50.000  SY  |      79.00000       3950.00|      65.00000       3250.00|      75.00000        3750.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.20                  785.000  CY  |      20.00000      15700.00|      35.00000      27475.00|      20.00000       15700.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.21                   40.000  CY  |       5.00000        200.00|     200.00000       8000.00|      59.11000        2364.40
  ROCK EXCAVATION                         |                            |                            |
0040 206.07                   10.000  CY  |      50.00000        500.00|     500.00000       5000.00|     114.10000        1141.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0050 304.10                  570.000  CY  |      50.00000      28500.00|      40.00000      22800.00|      50.00000       28500.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.208                  85.000  T   |     112.00000       9520.00|      85.00000       7225.00|     112.00000        9520.00
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0070 403.209                  35.000  T   |     125.00000       4375.00|      85.00000       2975.00|     125.00000        4375.00
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENTALS)                    |                            |                            |
0080 403.213                 170.000  T   |      85.00000      14450.00|      85.00000      14450.00|      85.00000       14450.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0090 409.15                   40.000  G   |      15.50000        620.00|      20.00000        800.00|      15.50000         620.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 603.159                  95.000  LF  |      90.00000       8550.00|      60.00000       5700.00|      75.00000        7125.00
  12 INCH CULVERT PIPE OPTION III         |                            |                            |
     LETTING DATE : 11/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/30/05
                                                                                                                   PAGE : 2
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 012079.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000164            |(   3  ) 000855
                                          |PRATT & SONS, INC.          |C P M CONSTRUCTORS          |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 604.072                   1.000  EA  |    4000.00000       4000.00|    4500.00000       4500.00|    3500.00000        3500.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0120 605.09                  260.000  LF  |      60.00000      15600.00|      50.00000      13000.00|      35.00000        9100.00
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0130 608.253                  20.000  SF  |      65.00000       1300.00|      50.00000       1000.00|      50.00000        1000.00
  MASONRY PAVER WITH TRUNCATED DOME       |                            |                            |
0140 609.11                  280.000  LF  |      30.00000       8400.00|      30.00000       8400.00|      50.00000       14000.00
  VERTICAL CURB TYPE 1                    |                            |                            |
0150 609.12                   40.000  LF  |      55.00000       2200.00|      30.00000       1200.00|      85.00000        3400.00
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0160 609.234                   5.000  EA  |     225.00000       1125.00|     150.00000        750.00|     300.00000        1500.00
  TERMINAL CURB TYPE 1 - 4 FOOT           |                            |                            |
0170 609.237                   2.000  EA  |     310.00000        620.00|     200.00000        400.00|     500.00000        1000.00
  TERMINAL CURB TYPE 1 - 7 FOOT           |                            |                            |
0180 613.3191                 45.000  SY  |       6.00000        270.00|       5.00000        225.00|       2.25000         101.25
  TEMPORARY EROSION BLANKET - JUTE        |                            |                            |
0190 615.0701                 60.000  CY  |      70.00000       4200.00|     115.00000       6900.00|      85.00000        5100.00
  LOAM - PLAN QUANTITY                    |                            |                            |
0200 618.1301                  5.000  UN  |     125.00000        625.00|     100.00000        500.00|     110.00000         550.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0210 619.1201                  5.000  UN  |      95.00000        475.00|      75.00000        375.00|      85.00000         425.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0220 626.11                    3.000  EA  |     380.00000       1140.00|     600.00000       1800.00|     281.25000         843.75
  PRECAST CONCRETE JUNCTION BOX           |                            |                            |
0230 626.22                  350.000  LF  |       9.00000       3150.00|      10.00000       3500.00|       7.50000        2625.00
  NON-METALLIC CONDUIT                    |                            |                            |
0240 626.331                   1.000  EA  |    1400.00000       1400.00|    1500.00000       1500.00|    1500.00000        1500.00
  36 INCH FOUNDATION                      |                            |                            |
0250 627.711                 700.000  LF  |       1.60000       1120.00|       1.50000       1050.00|       1.50000        1050.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
0260 627.75                  160.000  SF  |       6.50000       1040.00|       6.00000        960.00|       5.50000         880.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0270 629.05                   20.000  HR  |      39.00000        780.00|      30.00000        600.00|      45.00000         900.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0280 631.10                   10.000  HR  |      45.00000        450.00|      50.00000        500.00|      60.00000         600.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0290 631.11                   10.000  HR  |      45.00000        450.00|      50.00000        500.00|      60.00000         600.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0300 631.12                   10.000  HR  |     120.00000       1200.00|     135.00000       1350.00|     135.00000        1350.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 11/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/30/05
                                                                                                                   PAGE : 3
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 012079.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000164            |(   3  ) 000855
                                          |PRATT & SONS, INC.          |C P M CONSTRUCTORS          |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 631.172                  10.000  HR  |      75.00000        750.00|      60.00000        600.00|      65.00000         650.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0320 631.22                   10.000  HR  |     100.00000       1000.00|     110.00000       1100.00|     125.00000        1250.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0330 637.071                          LUMP|     600.00000        600.00|    6000.00000       6000.00|    7500.00000        7500.00
  DUST CONTROL                            |                            |                            |
0340 643.71                           LUMP|   11000.00000      11000.00|    9500.00000       9500.00|    4537.50000        4537.50
  TRAFFIC SIGNAL MODIFICATION             |                            |                            |
0350 643.86                    4.000  EA  |     700.00000       2800.00|    1500.00000       6000.00|     625.00000        2500.00
  TRAFFIC SIGNAL LOOP DETECTORS           |                            |                            |
0360 643.91                    1.000  EA  |    5700.00000       5700.00|    7000.00000       7000.00|    7925.00000        7925.00
  MAST ARM POLE                           |                            |                            |
0370 652.38                  240.000  HR  |      19.00000       4560.00|      25.00000       6000.00|      17.50000        4200.00
  FLAGGER                                 |                            |                            |
0380 652.381                  30.000  HR  |      70.00000       2100.00|      50.00000       1500.00|      50.00000        1500.00
  TRAFFIC OFFICERS                        |                            |                            |
0390 652.39                           LUMP|    1000.00000       1000.00|    7000.00000       7000.00|   21000.00000       21000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0400 652.41                    1.000  EA  |    3200.00000       3200.00|    4000.00000       4000.00|    2250.00000        2250.00
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0410 659.10                           LUMP|   18000.00000      18000.00|   20000.00000      20000.00|   40000.00000       40000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    186,620.00|             $    215,385.00|              $    230,882.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    186,620.00|             $    215,385.00|              $    230,882.90
====================================================================================================================================
     LETTING DATE : 11/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/30/05
                                                                                                                   PAGE : 4
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 012079.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                  50.000  SY  |      62.50000       3125.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.20                  785.000  CY  |      30.00000      23550.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0030 203.21                   40.000  CY  |     150.00000       6000.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0040 206.07                   10.000  CY  |     150.00000       1500.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0050 304.10                  570.000  CY  |      30.00000      17100.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.208                  85.000  T   |     112.00000       9520.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0070 403.209                  35.000  T   |     125.00000       4375.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENTALS)                    |                            |                            |
0080 403.213                 170.000  T   |      85.00000      14450.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0090 409.15                   40.000  G   |      15.50000        620.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 603.159                  95.000  LF  |      50.00000       4750.00|                            |
  12 INCH CULVERT PIPE OPTION III         |                            |                            |
0110 604.072                   1.000  EA  |    5000.00000       5000.00|                            |
  CATCH BASIN TYPE A1-C                   |                            |                            |
0120 605.09                  260.000  LF  |      40.00000      10400.00|                            |
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0130 608.253                  20.000  SF  |      20.00000        400.00|                            |
  MASONRY PAVER WITH TRUNCATED DOME       |                            |                            |
0140 609.11                  280.000  LF  |      30.00000       8400.00|                            |
  VERTICAL CURB TYPE 1                    |                            |                            |
0150 609.12                   40.000  LF  |      40.00000       1600.00|                            |
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0160 609.234                   5.000  EA  |     150.00000        750.00|                            |
  TERMINAL CURB TYPE 1 - 4 FOOT           |                            |                            |
0170 609.237                   2.000  EA  |     250.00000        500.00|                            |
  TERMINAL CURB TYPE 1 - 7 FOOT           |                            |                            |
0180 613.3191                 45.000  SY  |       3.00000        135.00|                            |
  TEMPORARY EROSION BLANKET - JUTE        |                            |                            |
0190 615.0701                 60.000  CY  |      75.00000       4500.00|                            |
  LOAM - PLAN QUANTITY                    |                            |                            |
     LETTING DATE : 11/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/30/05
                                                                                                                   PAGE : 5
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 012079.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 618.1301                  5.000  UN  |     100.00000        500.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0210 619.1201                  5.000  UN  |      75.00000        375.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0220 626.11                    3.000  EA  |     225.00000        675.00|                            |
  PRECAST CONCRETE JUNCTION BOX           |                            |                            |
0230 626.22                  350.000  LF  |       6.00000       2100.00|                            |
  NON-METALLIC CONDUIT                    |                            |                            |
0240 626.331                   1.000  EA  |    1200.00000       1200.00|                            |
  36 INCH FOUNDATION                      |                            |                            |
0250 627.711                 700.000  LF  |       1.25000        875.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
0260 627.75                  160.000  SF  |       5.00000        800.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0270 629.05                   20.000  HR  |      35.00000        700.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0280 631.10                   10.000  HR  |     100.00000       1000.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0290 631.11                   10.000  HR  |      45.00000        450.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0300 631.12                   10.000  HR  |     100.00000       1000.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0310 631.172                  10.000  HR  |      70.00000        700.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0320 631.22                   10.000  HR  |     100.00000       1000.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0330 637.071                          LUMP|    1500.00000       1500.00|                            |
  DUST CONTROL                            |                            |                            |
0340 643.71                           LUMP|    3630.00000       3630.00|                            |
  TRAFFIC SIGNAL MODIFICATION             |                            |                            |
0350 643.86                    4.000  EA  |     500.00000       2000.00|                            |
  TRAFFIC SIGNAL LOOP DETECTORS           |                            |                            |
0360 643.91                    1.000  EA  |    6340.00000       6340.00|                            |
  MAST ARM POLE                           |                            |                            |
0370 652.38                  240.000  HR  |      20.00000       4800.00|                            |
  FLAGGER                                 |                            |                            |
0380 652.381                  30.000  HR  |      70.00000       2100.00|                            |
  TRAFFIC OFFICERS                        |                            |                            |
     LETTING DATE : 11/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/30/05
                                                                                                                   PAGE : 6
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 012079.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.39                           LUMP|   24710.00000      24710.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0400 652.41                    1.000  EA  |    5000.00000       5000.00|                            |
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0410 659.10                           LUMP|   52858.00000      52858.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    230,988.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    230,988.00|             $          0.00|              $
====================================================================================================================================