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LETTING DATE : 06/30/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/30/04
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011114.00 COMPLETION DATE : 09/17/04
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PROJECT(S): 011114.00 LOCATION(S): FORT FAIRFIELD - STRUT REPLACEMENTNE STATE DEPARTMENT OF TRANSPORTATION
011468.00 CASTLE HILL - STRUT REPLACEMENT
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : FORT FAIRFIELD, STRUT REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000120 ED PELLETIER & SONS, CO. $ 276,461.50 100.0000%
2 000273 SODERBERG COMPANY, INC. $ 294,240.00 106.4307%
3 000144 A E MCQUADE & SONS, INC. $ 318,980.00 115.3795%
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|( 1 ) 000120 |( 2 ) 000273 |( 3 ) 000144
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 40.000 SY | 25.00000 1000.00| 20.00000 800.00| 25.00000 1000.00
PAVEMENT BUTT JOINTS | | |
0020 204.41 432.000 SY | 9.50000 4104.00| 10.00000 4320.00| 16.00000 6912.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0030 206.07 75.000 CY | 80.00000 6000.00| 50.00000 3750.00| 150.00000 11250.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0040 403.210 190.000 T | 130.00000 24700.00| 130.00000 24700.00| 140.00000 26600.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0050 403.213 80.000 T | 140.00000 11200.00| 130.00000 10400.00| 140.00000 11200.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0060 409.15 60.000 G | 7.00000 420.00| 6.00000 360.00| 7.00000 420.00
BITUMINOUS TACK COAT APPLIED | | |
0070 411.10 30.000 CY | 40.00000 1200.00| 40.00000 1200.00| 40.00000 1200.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0080 534.71 1.000 LS | 105000.00000 105000.00| 105000.00000 105000.00| 98000.00000 98000.00
PRECAST CONCRETE BOX CULVERT | | |
0090 603.255 78.000 LF | 650.00000 50700.00| 600.00000 46800.00| 860.00000 67080.00
60 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0100 606.23 325.000 LF | 15.00000 4875.00| 15.00000 4875.00| 16.00000 5200.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 06/30/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/30/04
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011114.00
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|( 1 ) 000120 |( 2 ) 000273 |( 3 ) 000144
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 606.232 25.000 LF | 16.50000 412.50| 18.00000 450.00| 17.00000 425.00
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0120 606.259 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00
ANCHORAGE ASSEMBLY | | |
0130 606.265 3.000 EA | 50.00000 150.00| 50.00000 150.00| 45.00000 135.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0140 606.35 12.000 EA | 40.00000 480.00| 30.00000 360.00| 34.00000 408.00
GUARDRAIL DELINEATOR POST | | |
0150 606.754 4.000 EA | 1250.00000 5000.00| 1200.00000 4800.00| 1300.00000 5200.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0160 606.79 4.000 EA | 1685.00000 6740.00| 1600.00000 6400.00| 1750.00000 7000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0170 610.08 150.000 CY | 40.00000 6000.00| 50.00000 7500.00| 30.00000 4500.00
PLAIN RIPRAP | | |
0180 618.1411 15.000 UN | 25.00000 375.00| 30.00000 450.00| 30.00000 450.00
SEEDING METHOD NUMBER 3 - PLAN MEASURE | | |
0190 619.1201 15.000 UN | 20.00000 300.00| 15.00000 225.00| 12.00000 180.00
MULCH - PLAN QUANTITY | | |
0200 620.58 310.000 SY | 3.00000 930.00| 3.00000 930.00| 3.00000 930.00
EROSION CONTROL GEOTEXTILE | | |
0210 629.05 10.000 HR | 25.00000 250.00| 30.00000 300.00| 30.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
0220 631.10 5.000 HR | 45.00000 225.00| 35.00000 175.00| 40.00000 200.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0230 631.11 5.000 HR | 35.00000 175.00| 30.00000 150.00| 40.00000 200.00
AIR TOOL (INCLUDING OPERATOR) | | |
0240 631.12 5.000 HR | 90.00000 450.00| 90.00000 450.00| 90.00000 450.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0250 631.132 5.000 HR | 75.00000 375.00| 65.00000 325.00| 70.00000 350.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0260 631.172 5.000 HR | 50.00000 250.00| 50.00000 250.00| 50.00000 250.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0270 631.18 2.000 HR | 35.00000 70.00| 35.00000 70.00| 40.00000 80.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0280 652.38 470.000 HR | 14.00000 6580.00| 15.00000 7050.00| 18.00000 8460.00
FLAGGER | | |
0290 652.39 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 10600.00000 10600.00
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 06/30/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/30/04
PAGE : 3
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 011114.00
=========
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|( 1 ) 000120 |( 2 ) 000273 |( 3 ) 000144
|ED PELLETIER & SONS, CO. |SODERBERG COMPANY, INC. |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 656.75 LUMP| 9000.00000 9000.00| 20000.00000 20000.00| 19000.00000 19000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0310 659.10 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 29000.00000 29000.00
MOBILIZATION | | |
SECTION TOTALS | $ 276,461.50| $ 294,240.00| $ 318,980.00
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CONTRACT TOTALS | $ 276,461.50| $ 294,240.00| $ 318,980.00
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