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LETTING DATE : 05/22/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : ASHLAND TABULATION OF BIDS
NASHVILLE PLT
CONTRACT ID : 009693.00 COMPLETION DATE : 10/02/02
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PROJECT(S): STP-9693(00)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,399,549.27 100.0000%
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|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.202 7550.000 M2 | 2.85000 21517.50| |
REMOVING PAVEMENT SURFACE | | |
0020 202.203 220.000 M2 | 11.00000 2420.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.20 1390.000 M3 | 10.00000 13900.00| |
COMMON EXCAVATION | | |
0040 203.202 7430.000 M | 9.00000 66870.00| |
INSLOPE EXCAVATION | | |
0050 203.2025 830.000 M | 10.00000 8300.00| |
INSLOPE EXCAVATION - GUARDRAIL | | |
0060 203.203 4610.000 M | 12.00000 55320.00| |
DITCH EXCAVATION | | |
0070 204.41 21770.000 M2 | 3.60000 78372.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 304.10 1650.000 M3 | 20.00000 33000.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 304.103 370.000 M3 | 21.00000 7770.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 307.32 40050.000 M2 | 2.65000 106132.50| |
COLD IN-PLACE RECYCLED MATERIAL | | |
(UNTREATED) TRAVELWAY | | |
0110 403.209 150.000 MG | 100.00000 15000.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 05/22/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : ASHLAND TABULATION OF BIDS
NASHVILLE PLT
CONTRACT ID : 009693.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210 8890.000 MG | 46.50000 413385.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 403.211 410.000 MG | 46.80000 19188.00| |
HOT MIX ASPHALT (SHIM) | | |
0140 403.213 4570.000 MG | 45.50000 207935.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0150 409.15 9610.000 L | 1.40000 13454.00| |
BITUMINOUS TACK COAT APPLIED | | |
0160 411.10 650.000 M3 | 25.00000 16250.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0170 411.12 10.000 MG | 45.00000 450.00| |
CRUSHED STONE SURFACE | | |
0180 603.16 9.140 M | 90.00000 822.60| |
375 MM CULVERT PIPE OPTION I | | |
0190 603.17 62.620 M | 125.00000 7827.50| |
450 MM CULVERT PIPE OPTION I | | |
0200 603.179 51.820 M | 195.00000 10104.90| |
450 MM CULVERT PIPE OPTION III | | |
0210 603.209 21.340 M | 300.00000 6402.00| |
750 MM CULVERT PIPE OPTION III | | |
0220 603.7315 32.910 M | 95.00000 3126.45| |
REMOVE & RELAY 375 MM METAL PIPE | | |
0230 603.7318 10.970 M | 120.00000 1316.40| |
REMOVE & RELAY 450 MM METAL PIPE | | |
0240 604.164 1.000 EA | 1100.00000 1100.00| |
REBUILDING CATCH BASIN | | |
0250 604.18 2.000 EA | 600.00000 1200.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0260 606.17 182.880 M | 32.50000 5943.60| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0270 606.178 232.410 M | 20.00000 4648.20| |
GUARDRAIL BEAM | | |
0280 606.21 22.860 M | 38.00000 868.68| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0290 606.22 7.620 M | 37.00000 281.94| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0300 606.265 4.000 EA | 35.00000 140.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 05/22/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : ASHLAND TABULATION OF BIDS
NASHVILLE PLT
CONTRACT ID : 009693.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.35 24.000 EA | 30.00000 720.00| |
GUARDRAIL DELINEATOR POST | | |
0320 606.357 609.600 M | 5.00000 3048.00| |
GUARDRAIL, MODIFY, TYPE 3B | | |
0330 606.367 35.000 EA | 41.00000 1435.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0340 606.752 1.000 EA | 1000.00000 1000.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0350 606.76 4.000 EA | 1400.00000 5600.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 606.778 1.000 EA | 500.00000 500.00| |
BUFFER ENDS | | |
0370 609.31 210.000 M | 18.00000 3780.00| |
CURB TYPE 3 | | |
0380 609.40 51.000 M | 100.00000 5100.00| |
RESET CURB TYPE 5 | | |
0390 610.08 60.000 M3 | 50.00000 3000.00| |
PLAIN RIPRAP | | |
0400 613.319 5540.000 M2 | 2.00000 11080.00| |
EROSION CONTROL BLANKET | | |
0410 615.07 79.000 M3 | 35.00000 2765.00| |
LOAM | | |
0420 618.1301 16.000 UN | 30.00000 480.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0430 618.1401 592.000 UN | 14.00000 8288.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0440 619.1201 608.000 UN | 9.00000 5472.00| |
MULCH - PLAN QUANTITY | | |
0450 620.54 1470.000 M2 | 4.50000 6615.00| |
STABILIZATION GEOTEXTILE | | |
0460 620.58 114.000 M2 | 5.00000 570.00| |
EROSION CONTROL GEOTEXTILE | | |
0470 627.76 LUMP| 10000.00000 10000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0480 629.05 30.000 MH | 25.00000 750.00| |
HAND LABOR, STRAIGHT TIME | | |
0490 631.10 10.000 HR | 40.00000 400.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 05/22/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : ASHLAND TABULATION OF BIDS
NASHVILLE PLT
CONTRACT ID : 009693.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.11 10.000 HR | 40.00000 400.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0510 631.12 20.000 HR | 110.00000 2200.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0520 631.14 20.000 HR | 80.00000 1600.00| |
GRADER (INCLUDING OPERATOR) | | |
0530 631.172 20.000 HR | 55.00000 1100.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0540 631.18 10.000 HR | 40.00000 400.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0550 631.32 20.000 HR | 120.00000 2400.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0560 639.19 1.000 EA | 7000.00000 7000.00| |
FIELD OFFICE TYPE B | | |
0570 652.31 20.000 EA | 60.00000 1200.00| |
TYPE I BARRICADE | | |
0580 652.33 20.000 EA | 60.00000 1200.00| |
DRUM | | |
0590 652.34 40.000 EA | 30.00000 1200.00| |
CONE | | |
0600 652.35 90.000 M2 | 180.00000 16200.00| |
CONSTRUCTION SIGNS | | |
0610 652.36 100.000 CD | 210.00000 21000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0620 652.38 2000.000 MH | 15.00000 30000.00| |
FLAGGER | | |
0630 656.75 LUMP| 30000.00000 30000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0640 659.10 LUMP| 90000.00000 90000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,399,549.27| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,399,549.27| $ | $
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