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LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : BIDDEFORD TABULATION OF BIDS
CONTRACT ID : 007575.00
=========
COMPLETION DATE : 10/13/00
PROJECT(S): 007575.00 COUNTIE(S) : YORK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000063 WYMAN & SIMPSON, INC. $ 284,997.00 100.0000%
2 001175 KEELEY CONSTRUCTION, CO., INC. $ 331,995.00 116.4907%
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|( 1 ) 000063 |( 2 ) 001175 |( )
|WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 4000.00000 4000.00| 8000.00000 8000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 45.000 LS | 10000.00000 10000.00| 10000.00000 10000.00|
REMOVING EXISTING BRIDGE | | |
0030 203.20 1040.000 M3 | 7.00000 7280.00| 15.00000 15600.00|
COMMON EXCAVATION | | |
0040 203.231 25.000 M3 | 50.00000 1250.00| 100.00000 2500.00|
DISPOSAL OF RIVERBED EXCAVATION | | |
0050 203.25 400.000 M3 | 18.00000 7200.00| 30.00000 12000.00|
GRANULAR BORROW | | |
0060 206.061 50.000 M3 | 25.00000 1250.00| 20.00000 1000.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 900.000 M3 | 16.00000 14400.00| 18.00000 16200.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.208 190.000 MG | 102.00000 19380.00| 80.00000 15200.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.211 5.000 MG | 128.00000 640.00| 125.00000 625.00|
HOT MIX ASPHALT (SHIM) | | |
0100 509.19 7285.000 LS | 140000.00000 140000.00| 150000.00000 150000.00|
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : BIDDEFORD TABULATION OF BIDS
CONTRACT ID : 007575.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001175 |( )
|WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 511.07 LUMP| 5000.00000 5000.00| 6000.00000 6000.00|
COFFERDAM: Downstream | | |
0120 511.07 LUMP| 5000.00000 5000.00| 12000.00000 12000.00|
COFFERDAM: Upstream | | |
0130 526.301 18.000 LS | 1000.00000 1000.00| 3000.00000 3000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0140 606.265 1.000 EA | 43.00000 43.00| 80.00000 80.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0150 606.35 6.000 EA | 32.00000 192.00| 40.00000 240.00|
GUARDRAIL DELINEATOR POST | | |
0160 606.47 1.000 EA | 38.00000 38.00| 40.00000 40.00|
SINGLE WOOD POST | | |
0170 606.55 195.000 M | 40.00000 7800.00| 40.00000 7800.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0180 606.60 8.000 M | 44.00000 352.00| 50.00000 400.00|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0190 606.76 3.000 EA | 1700.00000 5100.00| 1850.00000 5550.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0200 607.24 5.000 M | 177.00000 885.00| 100.00000 500.00|
REMOVE AND RESET FENCE | | |
0210 610.08 200.000 M3 | 51.00000 10200.00| 70.00000 14000.00|
PLAIN RIPRAP | | |
0220 613.319 35.000 M2 | 2.00000 70.00| 20.00000 700.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0230 615.07 50.000 M3 | 26.00000 1300.00| 50.00000 2500.00|
LOAM | | |
0240 617.30 40.000 M3 | 26.00000 1040.00| 60.00000 2400.00|
COMPOSTED BARK MIX | | |
0250 618.1411 10.000 UN | 54.00000 540.00| 50.00000 500.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0260 618.25 25.000 M3 | 30.00000 750.00| 30.00000 750.00|
APPLIED WATER | | |
0270 620.58 150.000 M2 | 2.50000 375.00| 5.00000 750.00|
EROSION CONTROL GEOTEXTILE | | |
0280 620.60 320.000 M2 | 3.00000 960.00| 5.50000 1760.00|
REINFORCEMENT GEOTEXTILE | | |
0290 620.65 190.000 M2 | 8.00000 1520.00| 6.00000 1140.00|
REINFORCEMENT GEOGRID | | |
0300 627.71 260.000 M | 1.60000 416.00| 2.00000 520.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
LETTING DATE : 05/03/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : BIDDEFORD TABULATION OF BIDS
CONTRACT ID : 007575.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 001175 |( )
|WYMAN & SIMPSON, INC. |KEELEY CONSTR., CO., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 627.73 260.000 M | 1.60000 416.00| 2.00000 520.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0320 629.05 10.000 MH | 22.00000 220.00| 30.00000 300.00|
HAND LABOR, STRAIGHT TIME | | |
0330 652.31 10.000 EA | 50.00000 500.00| 60.00000 600.00|
TYPE I BARRICADE | | |
0340 652.312 4.000 EA | 100.00000 400.00| 300.00000 1200.00|
TYPE III BARRICADE | | |
0350 652.33 20.000 EA | 30.00000 600.00| 50.00000 1000.00|
DRUM | | |
0360 652.34 20.000 EA | 20.00000 400.00| 20.00000 400.00|
CONE | | |
0370 652.35 30.000 M2 | 106.00000 3180.00| 100.00000 3000.00|
CONSTRUCTION SIGNS | | |
0380 652.361 75.000 LS | 2400.00000 2400.00| 2500.00000 2500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0390 652.38 60.000 MH | 15.00000 900.00| 12.00000 720.00|
FLAGGER | | |
0400 659.10 LUMP| 28000.00000 28000.00| 30000.00000 30000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 284,997.00| $ 331,995.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 284,997.00| $ 331,995.00| $
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