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LETTING DATOTHERS9044(00)E MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : OAKFIELD TABULATION OF BIDS
SMYRNA
HOULTON CONTRACT ID : 007609.00
=========
COMPLETION DATE : 10/07/00
PROJECT(S): IM-95-7609(00)E COUNTIE(S) : AROOSTOOK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 3,060,033.58 100.0000%
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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 107.27 LUMP| 35000.00000 35000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.202 350408.000 M2 | 1.60000 560652.80| |
REMOVING PAVEMENT SURFACE | | |
0030 202.203 1760.000 M2 | 8.00000 14080.00| |
PAVEMENT BUTT JOINTS | | |
0040 202.205 39768.000 M | 1.00000 39768.00| |
RUMBLE STRIPS - SHOULDER | | |
0050 203.2026 13032.000 M | 7.80000 101649.60| |
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0060 203.25 20.000 M3 | 28.00000 560.00| |
GRANULAR BORROW | | |
0070 205.51 3205.000 M2 | 8.00000 25640.00| |
WIDENING OF EXISTING SHOULDER | | |
0080 403.208 33425.000 MG | 39.80000 1330315.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0090 403.210 116.000 MG | 55.00000 6380.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 409.15 70450.000 L | 1.10000 77495.00| |
BITUMINOUS TACK COAT APPLIED | | |
0110 424.321 20795.000 M | 0.90000 18715.50| |
ASPHALT RUBBER JOINT SEALER, APPLIED | | |
LETTING DATE : 04/12/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : OAKFIELD TABULATION OF BIDS
SMYRNA
HOULTON CONTRACT ID : 007609.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 504.069 82.000 EA | 60.00000 4920.00| |
CONCRETE PIPE TIES | | |
0130 508.13 553.000 LS | 45000.00000 45000.00| |
MEMBRANE WATERPROOFING | | |
0140 518.30 111.000 M2 | 250.00000 27750.00| |
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO REINFORCING STEEL | | |
0150 518.31 56.000 M2 | 300.00000 16800.00| |
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0160 518.39 120.000 M | 50.00000 6000.00| |
REPAIRING GRANITE CURB BEDDING MORTAR | | |
0170 520.24 5.000 LS | 8000.00000 40000.00| |
BRIDGE JOINT MOD | | |
0180 526.30 510.000 M | 50.00000 25500.00| |
TEMPORARY CONCRETE BARRIER - TYPE1 | | |
0190 603.161 24.400 M | 55.00000 1342.00| |
375 MM CORRUGATED METAL PIPE | | |
0200 603.195 2.400 M | 300.00000 720.00| |
600 MM RCP CLASS III | | |
0210 603.245 4.800 M | 300.00000 1440.00| |
1350 MM RCP CLASS III | | |
0220 603.255 2.400 M | 300.00000 720.00| |
1500 MM RCP CLASS III | | |
0230 603.7424 12.100 M | 250.00000 3025.00| |
REMOVE AND RELAY 600 MM CONCRETE PIPE | | |
0240 603.7436 17.100 M | 285.00000 4873.50| |
REMOVE AND RELAY 900 MM CONCRETE PIPE | | |
0250 603.7442 14.700 M | 285.00000 4189.50| |
REMOVE AND RELAY 1050 MM CONCRETE PIPE | | |
0260 603.7448 12.200 M | 285.00000 3477.00| |
REMOVE AND RELAY 1200 MM CONCRETE PIPE | | |
0270 603.7454 21.900 M | 285.00000 6241.50| |
REMOVE AND RELAY 1350 MM CONCRETE PIPE | | |
0280 603.746 8.600 M | 285.00000 2451.00| |
REM & RELAY 1500 MM CONC. PIPE | | |
0290 606.17 297.000 M | 34.45000 10231.65| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0300 606.1721 16.000 EA | 3500.00000 56000.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0310 606.178 1010.000 M | 13.94000 14079.40| |
GUARDRAIL BEAM | | |
LETTING DATE : 04/12/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : OAKFIELD TABULATION OF BIDS
SMYRNA
HOULTON CONTRACT ID : 007609.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.24 106.500 M | 34.12000 3633.78| |
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0330 606.25 17.000 EA | 210.00000 3570.00| |
TERMINAL CONNECTOR | | |
0340 606.265 13.000 EA | 30.00000 390.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 114.000 EA | 28.00000 3192.00| |
GUARDRAIL DELINEATOR POST | | |
0360 606.357 5092.000 M | 10.17000 51785.64| |
GUARDRAIL, MODIFY, TYPE 3B | | |
0370 606.362 200.000 M | 3.61000 722.00| |
GUARDRAIL ADJUSTED | | |
0380 606.364 304.000 M | 20.34000 6183.36| |
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0390 606.367 50.000 EA | 35.00000 1750.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0400 606.79 36.000 EA | 1495.00000 53820.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0410 610.08 40.000 M3 | 40.00000 1600.00| |
PLAIN RIPRAP | | |
0420 613.319 100.000 M2 | 3.00000 300.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0430 618.14 621.000 UN | 13.00000 8073.00| |
SEEDING METHOD NUMBER 2 | | |
0440 618.141 359.000 UN | 16.32000 5858.88| |
SEEDING METHOD NUMBER 3 | | |
0450 619.12 980.000 UN | 6.74000 6605.20| |
MULCH | | |
0460 620.58 100.000 M2 | 3.00000 300.00| |
EROSION CONTROL GEOTEXTILE | | |
0470 626.32 3.000 EA | 1400.00000 4200.00| |
600 MM FOUNDATION | | |
0480 626.33 2.000 EA | 1500.00000 3000.00| |
750 MM FOUNDATION | | |
0490 627.18 2039.000 M | 0.59000 1203.01| |
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0500 627.72 82570.000 M | 0.20000 16514.00| |
150 MM WHITE PAVEMENT MARKING LINE | | |
LETTING DATE : 04/12/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : OAKFIELD TABULATION OF BIDS
SMYRNA
HOULTON CONTRACT ID : 007609.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 627.74 23120.000 M | 0.20000 4624.00| |
150 MM YELLOW PAVEMENT MARKING LINE | | |
0520 627.75 155.000 M2 | 5.38000 833.90| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0530 627.77 92.000 M2 | 18.83000 1732.36| |
REMOVING PAVEMENT MARKINGS | | |
0540 627.781 126480.000 M | 0.16000 20236.80| |
TEMPORARY 150 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YEL LOW | | |
0550 627.791 3320.000 M | 1.31000 4349.20| |
TEMPORARY 150 MM PLASTIC PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0560 629.05 40.000 MH | 25.00000 1000.00| |
HAND LABOR, STRAIGHT TIME | | |
0570 631.10 20.000 HR | 45.00000 900.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0580 631.11 20.000 HR | 45.00000 900.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0590 631.12 50.000 HR | 75.00000 3750.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0600 631.14 80.000 HR | 85.00000 6800.00| |
GRADER (INCLUDING OPERATOR) | | |
0610 631.172 100.000 HR | 40.00000 4000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 631.21 20.000 HR | 65.00000 1300.00| |
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0630 631.22 10.000 HR | 65.00000 650.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0640 631.29 90.000 HR | 60.00000 5400.00| |
ROTOTILLER (INCLUDING OPERATOR) | | |
0650 639.18 1.000 EA | 5000.00000 5000.00| |
FIELD OFFICE TYPE A | | |
0660 645.161 1.000 EA | 1000.00000 1000.00| |
BREAKAWAY DEVICES SINGLE POLE | | |
0670 645.289 5.000 KG | 15.00000 75.00| |
STEEL H-BEAM POLES | | |
0680 645.306 365.000 EA | 29.00000 10585.00| |
FLEXIBLE REFLECTORIZED DELINEATOR | | |
LETTING DATE : 04/12/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : OAKFIELD TABULATION OF BIDS
SMYRNA
HOULTON CONTRACT ID : 007609.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 652.30 6.000 EA | 2000.00000 12000.00| |
FLASHING ARROW BOARD | | |
0700 652.33 775.000 EA | 30.00000 23250.00| |
DRUM | | |
0710 652.34 380.000 EA | 20.00000 7600.00| |
CONE | | |
0720 652.35 305.000 M2 | 86.00000 26230.00| |
CONSTRUCTION SIGNS | | |
0730 652.36 135.000 CD | 150.00000 20250.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0740 652.38 1990.000 MH | 15.00000 29850.00| |
FLAGGER | | |
0750 659.10 LUMP| 210000.00000 210000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 3,060,033.58| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,060,033.58| $ | $
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