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LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010125.00 COMPLETION DATE : 01/01/03
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PROJECT(S): STP-BR-1012(500)X COUNTIE(S) : LINCOLN MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HODGDON BRIDGE NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 285,173.70 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 304,060.00 106.6227%
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|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.191 LUMP| 15000.00000 15000.00| 20000.00000 20000.00|
REMOVING EXISTING PIPE | | |
0020 203.20 270.000 M3 | 15.00000 4050.00| 10.00000 2700.00|
COMMON EXCAVATION | | |
0030 203.24 20.000 M3 | 50.00000 1000.00| 13.00000 260.00|
COMMON BORROW | | |
0040 203.25 51.000 M3 | 50.00000 2550.00| 27.00000 1377.00|
GRANULAR BORROW | | |
0050 204.41 28.000 M2 | 75.00000 2100.00| 75.00000 2100.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 304.10 230.000 M3 | 45.00000 10350.00| 25.00000 5750.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.208 55.000 MG | 160.00000 8800.00| 170.00000 9350.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0080 403.210 48.000 MG | 175.00000 8400.00| 185.00000 8880.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 409.15 38.000 L | 5.00000 190.00| 5.50000 209.00|
BITUMINOUS TACK COAT APPLIED | | |
0100 507.0831 23.000 LS | 16000.00000 16000.00| 20000.00000 20000.00|
STEEL BRIDGE RAILING, 4 BAR | | |
0110 509.19 5720.000 LS | 55000.00000 55000.00| 96000.00000 96000.00|
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010125.00
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|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 510.10 LUMP| 40000.00000 40000.00| 40000.00000 40000.00|
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0130 526.301 20.000 LS | 7500.00000 7500.00| 1500.00000 1500.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0140 602.30 46.000 M3 | 375.00000 17250.00| 250.00000 11500.00|
FLOWABLE CONCRETE FILL | | |
0150 603.15 5.350 M | 150.00000 802.50| 100.00000 535.00|
300 MILLI METER CULVERT PIPE OPTION I | | |
0160 604.249 1.000 EA | 1500.00000 1500.00| 1200.00000 1200.00|
CATCH BASIN TYPE F6-C | | |
0170 606.265 2.000 EA | 30.00000 60.00| 30.00000 60.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0180 606.35 3.000 EA | 25.00000 75.00| 25.00000 75.00|
GUARDRAIL DELINEATOR POST | | |
0190 606.55 23.000 M | 80.00000 1840.00| 85.00000 1955.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0200 606.59 6.000 M | 110.00000 660.00| 115.00000 690.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0210 606.60 6.000 M | 110.00000 660.00| 115.00000 690.00|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0220 610.16 190.000 M3 | 70.00000 13300.00| 70.00000 13300.00|
HEAVY RIPRAP | | |
0230 613.319 5.000 M2 | 10.00000 50.00| 2.00000 10.00|
EROSION CONTROL BLANKET | | |
0240 613.329 10.000 M2 | 10.00000 100.00| 5.00000 50.00|
EXTENDED USE EROSION CONTROL BLANKETS | | |
0250 615.07 5.000 M3 | 200.00000 1000.00| 30.00000 150.00|
LOAM | | |
0260 617.381 10.000 M3 | 125.00000 1250.00| 35.00000 350.00|
EROSION CONTROL MIX | | |
0270 618.1401 10.000 UN | 65.00000 650.00| 70.00000 700.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0280 619.1201 10.000 UN | 50.00000 500.00| 55.00000 550.00|
MULCH - PLAN QUANTITY | | |
0290 620.58 48.000 M2 | 10.00000 480.00| 2.50000 120.00|
EROSION CONTROL GEOTEXTILE | | |
0300 627.71 120.000 M | 3.30000 396.00| 3.50000 420.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
LETTING DATE : 09/04/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/04/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010125.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( )
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 627.73 47.000 M | 6.60000 310.20| 7.00000 329.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0320 629.05 10.000 MH | 25.00000 250.00| 20.00000 200.00|
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 10.000 HR | 85.00000 850.00| 85.00000 850.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.14 10.000 HR | 100.00000 1000.00| 65.00000 650.00|
GRADER (INCLUDING OPERATOR) | | |
0350 631.15 10.000 HR | 45.00000 450.00| 40.00000 400.00|
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0360 631.171 10.000 HR | 45.00000 450.00| 35.00000 350.00|
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0370 631.36 10.000 MH | 35.00000 350.00| 30.00000 300.00|
FOREMAN | | |
0380 637.071 LUMP| 1000.00000 1000.00| 500.00000 500.00|
DUST CONTROL | | |
0390 639.19 1.000 EA | 5000.00000 5000.00| 1500.00000 1500.00|
FIELD OFFICE TYPE B | | |
0400 643.72 LUMP| 18000.00000 18000.00| 19000.00000 19000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0410 652.39 LUMP| 14000.00000 14000.00| 6000.00000 6000.00|
WORK ZONE TRAFFIC CONTROL | | |
0420 656.75 LUMP| 4000.00000 4000.00| 3500.00000 3500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0430 659.10 LUMP| 28000.00000 28000.00| 30000.00000 30000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 285,173.70| $ 304,060.00| $ 0.00
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CONTRACT TOTALS | $ 285,173.70| $ 304,060.00| $
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