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LETTING DATE : 06/27/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : OXFORD TABULATION OF BIDS
CONTRACT ID : 009045.00
=========
COMPLETION DATE : 10/01/01
PROJECT(S): 9045.00 COUNTIE(S) : OXFORD MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : STEEL STRUCTURAL PLATE PIPE ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 144,882.00 100.0000%
2 000460 M & H LOGGING AND CONSTRUCTION $ 147,777.70 101.9987%
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|( 1 ) 000063 |( 2 ) 000460 |( )
|WYMAN & SIMPSON, INC. |M & H LOGGING AND CONSTRUCT |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 410.000 M3 | 9.00000 3690.00| 25.00000 10250.00|
COMMON EXCAVATION | | |
0020 203.24 20.000 M3 | 13.00000 260.00| 14.00000 280.00|
COMMON BORROW | | |
0030 203.25 200.000 M3 | 16.00000 3200.00| 25.00000 5000.00|
GRANULAR BORROW | | |
0040 206.061 10.000 M3 | 30.00000 300.00| 35.00000 350.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 385.000 M3 | 18.00000 6930.00| 25.00000 9625.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 403.209 10.000 MG | 155.00000 1550.00| 187.50000 1875.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0070 403.210 50.000 MG | 155.00000 7750.00| 137.50000 6875.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0080 403.213 85.000 MG | 153.00000 13005.00| 137.50000 11687.50|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0090 509.12 12600.000 LS | 54000.00000 54000.00| 36000.00000 36000.00|
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0100 511.07 LUMP| 4000.00000 4000.00| 3000.00000 3000.00|
COFFERDAM: DOWN STREAM | | |
LETTING DATE : 06/27/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : OXFORD TABULATION OF BIDS
CONTRACT ID : 009045.00
=========
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|( 1 ) 000063 |( 2 ) 000460 |( )
|WYMAN & SIMPSON, INC. |M & H LOGGING AND CONSTRUCT |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 511.07 LUMP| 4000.00000 4000.00| 3000.00000 3000.00|
COFFERDAM: UPSTREAM | | |
0120 526.301 18.000 LS | 1000.00000 1000.00| 2000.00000 2000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0130 606.265 2.000 EA | 25.00000 50.00| 55.00000 110.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0140 606.35 6.000 EA | 25.00000 150.00| 33.00000 198.00|
GUARDRAIL DELINEATOR POST | | |
0150 606.55 31.000 M | 53.00000 1643.00| 56.80000 1760.80|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0160 606.60 16.000 M | 60.00000 960.00| 56.80000 908.80|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0170 606.78 2.000 EA | 600.00000 1200.00| 880.00000 1760.00|
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0180 610.08 100.000 M3 | 52.00000 5200.00| 50.00000 5000.00|
PLAIN RIPRAP | | |
0190 610.18 10.000 M3 | 55.00000 550.00| 50.00000 500.00|
STONE DITCH PROTECTION | | |
0200 613.319 130.000 M2 | 3.00000 390.00| 5.00000 650.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0210 615.07 11.000 M3 | 34.00000 374.00| 45.00000 495.00|
LOAM | | |
0220 617.381 11.000 M3 | 40.00000 440.00| 35.00000 385.00|
WOOD WASTE EROSION CONTROL MIX | | |
0230 618.1401 3.000 UN | 85.00000 255.00| 120.00000 360.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0240 619.1201 3.000 UN | 70.00000 210.00| 35.00000 105.00|
MULCH - PLAN QUANTITY | | |
0250 620.58 95.000 M2 | 2.00000 190.00| 5.00000 475.00|
EROSION CONTROL GEOTEXTILE | | |
0260 627.73 80.000 M | 7.00000 560.00| 7.22000 577.60|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0270 629.05 20.000 MH | 20.00000 400.00| 20.00000 400.00|
HAND LABOR, STRAIGHT TIME | | |
0280 631.12 20.000 HR | 75.00000 1500.00| 70.00000 1400.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0290 631.14 10.000 HR | 40.00000 400.00| 80.00000 800.00|
GRADER (INCLUDING OPERATOR) | | |
0300 631.15 10.000 HR | 30.00000 300.00| 45.00000 450.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
LETTING DATE : 06/27/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : OXFORD TABULATION OF BIDS
CONTRACT ID : 009045.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000460 |( )
|WYMAN & SIMPSON, INC. |M & H LOGGING AND CONSTRUCT |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 631.172 20.000 HR | 30.00000 600.00| 40.00000 800.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0320 637.071 LUMP| 1500.00000 1500.00| 700.00000 700.00|
DUST CONTROL | | |
0330 639.19 1.000 EA | 1500.00000 1500.00| 1500.00000 1500.00|
FIELD OFFICE TYPE B | | |
0340 652.31 10.000 EA | 30.00000 300.00| 60.00000 600.00|
TYPE I BARRICADE | | |
0350 652.312 2.000 EA | 200.00000 400.00| 200.00000 400.00|
TYPE III BARRICADE | | |
0360 652.33 10.000 EA | 30.00000 300.00| 60.00000 600.00|
DRUM | | |
0370 652.34 15.000 EA | 20.00000 300.00| 20.00000 300.00|
CONE | | |
0380 652.35 45.000 M2 | 85.00000 3825.00| 120.00000 5400.00|
CONSTRUCTION SIGNS | | |
0390 652.361 45.000 LS | 2500.00000 2500.00| 500.00000 500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0400 652.38 200.000 MH | 16.00000 3200.00| 15.50000 3100.00|
FLAGGER | | |
0410 656.75 LUMP| 2000.00000 2000.00| 2500.00000 2500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0420 659.10 LUMP| 14000.00000 14000.00| 25100.00000 25100.00|
MOBILIZATION | | |
SECTION TOTALS | $ 144,882.00| $ 147,777.70| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 144,882.00| $ 147,777.70| $
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