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LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 012114.00 COMPLETION DATE : 11/05/04
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PROJECT(S): STP-1211(400)X LOCATION(S): EASTON-FORT FAIRFIELD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : EASTON-FORT FAIRFIELD, CHIP 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. $ 1,149,138.00 100.0000%
2 000022 LANE CONSTRUCTION CORP. (THE) $ 1,153,530.50 100.3822%
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|( 1 ) 000120 |( 2 ) 000022 |( )
|ED PELLETIER & SONS, CO. |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 100.000 SY | 15.00000 1500.00| 14.00000 1400.00|
PAVEMENT BUTT JOINTS | | |
0020 203.2001 8214.000 CY | 8.00000 65712.00| 7.50000 61605.00|
COMMON EXCAVATION - PLAN QUANTITY | | |
0030 204.41 470.000 SY | 10.00000 4700.00| 8.00000 3760.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0040 205.41 497.000 SY | 12.00000 5964.00| 7.50000 3727.50|
RECONSTRUCTION OF EXISTING SHOULDER | | |
PLAN QUANTITY | | |
0050 211.20 4100.000 LF | 2.90000 11890.00| 4.00000 16400.00|
INSLOPE EXCAVATION | | |
0060 211.30 8590.000 LF | 3.45000 29635.50| 5.00000 42950.00|
DITCH EXCAVATION | | |
0070 304.103 270.000 CY | 20.00000 5400.00| 17.00000 4590.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0080 304.104 5963.000 CY | 17.00000 101371.00| 17.00000 101371.00|
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0090 309.36 31520.000 SY | 9.50000 299440.00| 9.15000 288408.00|
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0100 403.209 10.000 T | 130.00000 1300.00| 120.00000 1200.00|
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 012114.00
=========
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|( 1 ) 000120 |( 2 ) 000022 |( )
|ED PELLETIER & SONS, CO. |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210 2380.000 T | 51.00000 121380.00| 49.75000 118405.00|
HOT MIX ASPHALT 9.5 MM HMA | | |
0120 403.211 160.000 T | 85.00000 13600.00| 80.00000 12800.00|
HOT MIX ASPHALT (SHIMMING) | | |
0130 403.213 3080.000 T | 50.00000 154000.00| 48.80000 150304.00|
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0140 409.15 1380.000 G | 4.50000 6210.00| 4.25000 5865.00|
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 80.000 CY | 20.00000 1600.00| 25.00000 2000.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 534.71 1.000 LS | 95000.00000 95000.00| 90000.00000 90000.00|
PRECAST CONCRETE BOX CULVERT | | |
0170 603.16 226.000 LF | 35.00000 7910.00| 28.00000 6328.00|
15 INCH CULVERT PIPE OPTION I | | |
0180 603.17 216.000 LF | 39.00000 8424.00| 32.00000 6912.00|
18 INCH CULVERT PIPE OPTION I | | |
0190 603.179 94.000 LF | 49.00000 4606.00| 70.00000 6580.00|
18 INCH CULVERT PIPE OPTION III | | |
0200 603.219 50.000 LF | 100.00000 5000.00| 100.00000 5000.00|
36 INCH CULVERT PIPE OPTION III | | |
0210 606.23 300.000 LF | 17.50000 5250.00| 16.00000 4800.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0220 606.232 25.000 LF | 17.50000 437.50| 22.00000 550.00|
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0230 606.265 1.000 EA | 65.00000 65.00| 22.00000 22.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0240 606.35 8.000 EA | 35.50000 284.00| 20.00000 160.00|
GUARDRAIL DELINEATOR POST | | |
0250 606.79 3.000 EA | 1850.00000 5550.00| 2000.00000 6000.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0260 610.08 120.000 CY | 40.00000 4800.00| 40.00000 4800.00|
PLAIN RIPRAP | | |
0270 613.319 4830.000 SY | 1.80000 8694.00| 2.00000 9660.00|
EROSION CONTROL BLANKET | | |
0280 615.07 40.000 CY | 25.00000 1000.00| 30.00000 1200.00|
LOAM | | |
0290 618.1301 6.000 UN | 25.00000 150.00| 25.00000 150.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0300 618.1401 308.000 UN | 20.00000 6160.00| 20.00000 6160.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 3
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 012114.00
=========
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|( 1 ) 000120 |( 2 ) 000022 |( )
|ED PELLETIER & SONS, CO. |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 619.1201 314.000 UN | 15.00000 4710.00| 12.00000 3768.00|
MULCH - PLAN QUANTITY | | |
0320 620.54 270.000 SY | 3.50000 945.00| 4.00000 1080.00|
STABILIZATION GEOTEXTILE | | |
0330 620.58 100.000 SY | 4.00000 400.00| 5.00000 500.00|
EROSION CONTROL GEOTEXTILE | | |
0340 627.76 LUMP| 2500.00000 2500.00| 5000.00000 5000.00|
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0350 629.05 25.000 HR | 25.00000 625.00| 35.00000 875.00|
HAND LABOR, STRAIGHT TIME | | |
0360 631.10 5.000 HR | 45.00000 225.00| 40.00000 200.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0370 631.11 5.000 HR | 35.00000 175.00| 40.00000 200.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0380 631.12 30.000 HR | 90.00000 2700.00| 95.00000 2850.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0390 631.172 50.000 HR | 55.00000 2750.00| 55.00000 2750.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0400 631.18 5.000 HR | 35.00000 175.00| 40.00000 200.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0410 639.19 1.000 EA | 5000.00000 5000.00| 9000.00000 9000.00|
FIELD OFFICE TYPE B | | |
0420 652.38 1500.000 HR | 14.60000 21900.00| 16.00000 24000.00|
FLAGGER | | |
0430 652.39 LUMP| 20000.00000 20000.00| 25000.00000 25000.00|
WORK ZONE TRAFFIC CONTROL | | |
0440 656.75 LUMP| 20000.00000 20000.00| 25000.00000 25000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 659.10 LUMP| 90000.00000 90000.00| 90000.00000 90000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,149,138.00| $ 1,153,530.50| $ 0.00
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CONTRACT TOTALS | $ 1,149,138.00| $ 1,153,530.50| $
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