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LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 1
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010560.00 COMPLETION DATE : 10/15/03
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PROJECT(S): STP-A056(000)X LOCATION(S): CASTLE HILL - MAPLETON - PRESQUEAISLESTATE DEPARTMENT OF TRANSPORTATION
STP-1210(100)X MAPLETON - PRESQUE ISLE
A TRUE COPY : __________________________
TITLE : __________________________ ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 OVERLAY NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000022 THE LANE CONSTRUCTION CORP. $ 2,189,986.54 100.0000%
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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 24220.000 M2 | 2.20000 53284.00| |
REMOVING PAVEMENT SURFACE | | |
0020 202.203 1460.000 M2 | 12.00000 17520.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.20 1370.000 M3 | 15.50000 21235.00| |
COMMON EXCAVATION | | |
0040 204.41 23910.000 M2 | 4.65000 111181.50| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 205.51 150.000 M2 | 12.00000 1800.00| |
WIDENING OF EXISTING SHOULDER | | |
0060 211.20 5780.000 M | 9.95000 57511.00| |
INSLOPE EXCAVATION | | |
0070 211.22 230.000 M | 9.95000 2288.50| |
INSLOPE EXCAVATION - GUARDRAIL | | |
0080 211.30 7860.000 M | 13.00000 102180.00| |
DITCH EXCAVATION | | |
0090 211.40 620.000 M | 24.00000 14880.00| |
NEW DITCH EXCAVATION | | |
0100 304.10 1530.000 M3 | 21.50000 32895.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 304.103 220.000 M3 | 21.50000 4730.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0120 403.209 420.000 MG | 110.00000 46200.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 2
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010560.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 403.210 11350.000 MG | 46.95000 532882.50| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0140 403.211 9980.000 MG | 47.15000 470557.00| |
HOT MIX ASPHALT (SHIM) | | |
0150 403.213 3000.000 MG | 45.55000 136650.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 20780.000 L | 1.30000 27014.00| |
BITUMINOUS TACK COAT APPLIED | | |
0170 411.10 110.000 M3 | 40.00000 4400.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0180 411.12 40.000 MG | 40.00000 1600.00| |
CRUSHED STONE SURFACE | | |
0190 603.16 70.080 M | 100.00000 7008.00| |
375 MM CULVERT PIPE OPTION I | | |
0200 603.17 95.080 M | 115.00000 10934.20| |
450 MM CULVERT PIPE OPTION I | | |
0210 603.179 16.460 M | 310.00000 5102.60| |
450 MM CULVERT PIPE OPTION III | | |
0220 603.19 8.530 M | 150.00000 1279.50| |
600 MM CULVERT PIPE OPTION I | | |
0230 603.199 73.760 M | 300.00000 22128.00| |
600 MM CULVERT PIPE OPTION III | | |
0240 603.209 36.580 M | 340.00000 12437.20| |
750 MM CULVERT PIPE OPTION III | | |
0250 604.161 1.000 EA | 850.00000 850.00| |
ALTERING CATCH BASIN | | |
0260 604.164 1.000 EA | 1600.00000 1600.00| |
REBUILDING CATCH BASIN | | |
0270 606.17 770.000 M | 44.00000 33880.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0280 606.178 83.820 M | 22.00000 1844.04| |
GUARDRAIL BEAM | | |
0290 606.22 41.910 M | 50.00000 2095.50| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0300 606.265 5.000 EA | 55.00000 275.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0310 606.35 66.000 EA | 36.00000 2376.00| |
GUARDRAIL DELINEATOR POST | | |
0320 606.367 5.000 EA | 40.00000 200.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 3
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010560.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 606.752 18.000 EA | 1300.00000 23400.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0340 606.76 28.000 EA | 1550.00000 43400.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0350 609.31 1470.000 M | 17.00000 24990.00| |
CURB TYPE 3 | | |
0360 610.08 80.000 M3 | 60.00000 4800.00| |
PLAIN RIPRAP | | |
0370 610.18 340.000 M3 | 35.00000 11900.00| |
STONE DITCH PROTECTION | | |
0380 613.319 9560.000 M2 | 2.20000 21032.00| |
EROSION CONTROL BLANKET | | |
0390 615.07 800.000 M3 | 28.00000 22400.00| |
LOAM | | |
0400 618.1301 160.000 UN | 22.00000 3520.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0410 618.1401 578.000 UN | 12.00000 6936.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0420 619.1201 738.000 UN | 9.00000 6642.00| |
MULCH - PLAN QUANTITY | | |
0430 620.58 1690.000 M2 | 2.20000 3718.00| |
EROSION CONTROL GEOTEXTILE | | |
0440 627.76 LUMP| 5500.00000 5500.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0450 629.05 20.000 HR | 30.00000 600.00| |
HAND LABOR, STRAIGHT TIME | | |
0460 631.10 10.000 HR | 35.00000 350.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0470 631.11 10.000 HR | 35.00000 350.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0480 631.12 30.000 HR | 95.00000 2850.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0490 631.14 20.000 HR | 115.00000 2300.00| |
GRADER (INCLUDING OPERATOR) | | |
0500 631.172 30.000 HR | 55.00000 1650.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0510 631.32 23.000 HR | 130.00000 2990.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 05/28/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/28/03
PAGE : 4
COUNTIE(S): AROOSTOOK TABULATION OF BIDS
CONTRACT ID : 010560.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 639.19 1.000 EA | 8000.00000 8000.00| |
FIELD OFFICE TYPE B | | |
0530 652.31 20.000 EA | 40.00000 800.00| |
TYPE I BARRICADE | | |
0540 652.33 50.000 EA | 50.00000 2500.00| |
DRUM | | |
0550 652.34 40.000 EA | 25.00000 1000.00| |
CONE | | |
0560 652.35 90.000 M2 | 95.00000 8550.00| |
CONSTRUCTION SIGNS | | |
0570 652.36 150.000 CD | 175.00000 26250.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0580 652.38 3610.000 HR | 14.00000 50540.00| |
FLAGGER | | |
0590 656.75 LUMP| 25000.00000 25000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0600 659.10 LUMP| 130000.00000 130000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 2,182,786.54| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SANITARY ITEMS
| | |
0610 812.162 12.000 EA | 600.00000 7200.00| |
ADJUST SEWER MANHOLE TO GRADE | | |
SECTION TOTALS | $ 7,200.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,189,986.54| $ | $
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