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LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010576.00 COMPLETION DATE : 05/23/03
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PROJECT(S): STP-1057(600)X COUNTIE(S) : HANCOCK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 OVERLAY NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000022 THE LANE CONSTRUCTION CORP. $ 2,645,439.50 100.0000%
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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 202.203 875.000 M2 | 14.00000 12250.00| |
PAVEMENT BUTT JOINTS | | |
0020 203.203 11350.000 M | 9.00000 102150.00| |
DITCH EXCAVATION | | |
0030 307.41 92140.000 M2 | 6.54000 602595.60| |
COLD IN-PLACE RECYCLED PAVEMENT (WITH | | |
FOAMED ASPHALT) | | |
0040 403.209 100.000 MG | 85.00000 8500.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0050 403.210 8452.000 MG | 42.85000 362168.20| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0060 403.213 11348.000 MG | 42.65000 483992.20| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0070 409.15 9755.000 L | 1.40000 13657.00| |
BITUMINOUS TACK COAT APPLIED | | |
0080 411.10 75.000 M3 | 45.00000 3375.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0090 603.16 1058.000 M | 130.00000 137540.00| |
375 MM CULVERT PIPE OPTION I | | |
0100 603.169 37.900 M | 280.00000 10612.00| |
375 MM CULVERT PIPE OPTION III | | |
0110 603.17 36.000 M | 140.00000 5040.00| |
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010576.00
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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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.179 55.500 M | 490.00000 27195.00| |
450 MM CULVERT PIPE OPTION III | | |
0130 603.199 140.100 M | 510.00000 71451.00| |
600 MM CULVERT PIPE OPTION III | | |
0140 603.209 46.800 M | 1000.00000 46800.00| |
750 MM CULVERT PIPE OPTION III | | |
0150 603.219 14.300 M | 1000.00000 14300.00| |
900 MM CULVERT PIPE OPTION III | | |
0160 603.249 30.800 M | 1100.00000 33880.00| |
1350 MM CULVERT PIPE OPTION III | | |
0170 606.17 5964.000 M | 34.00000 202776.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.21 678.000 M | 38.00000 25764.00| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0190 606.22 282.000 M | 38.00000 10716.00| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0200 606.265 114.000 EA | 35.00000 3990.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 58.000 EA | 30.00000 1740.00| |
GUARDRAIL DELINEATOR POST | | |
0220 606.752 12.000 EA | 1100.00000 13200.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0230 606.76 12.000 EA | 1400.00000 16800.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0240 609.31 1347.000 M | 17.00000 22899.00| |
CURB TYPE 3 | | |
0250 610.08 276.000 M3 | 70.00000 19320.00| |
PLAIN RIPRAP | | |
0260 613.319 13620.000 M2 | 2.00000 27240.00| |
EROSION CONTROL BLANKET | | |
0270 618.1401 850.000 UN | 12.70000 10795.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0280 619.1201 850.000 UN | 5.95000 5057.50| |
MULCH - PLAN QUANTITY | | |
0290 620.58 124.000 M2 | 4.00000 496.00| |
EROSION CONTROL GEOTEXTILE | | |
0300 627.76 LUMP| 10000.00000 10000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010576.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 629.05 20.000 MH | 22.00000 440.00| |
HAND LABOR, STRAIGHT TIME | | |
0320 631.12 20.000 HR | 90.00000 1800.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0330 631.14 20.000 HR | 90.00000 1800.00| |
GRADER (INCLUDING OPERATOR) | | |
0340 631.172 40.000 HR | 45.00000 1800.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 631.18 20.000 HR | 35.00000 700.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0360 631.32 80.000 HR | 120.00000 9600.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0370 639.18 1.000 EA | 6000.00000 6000.00| |
FIELD OFFICE TYPE A | | |
0380 652.39 LUMP| 97000.00000 97000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0390 656.75 LUMP| 40000.00000 40000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0400 659.10 LUMP| 180000.00000 180000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 2,645,439.50| $ 0.00| $ 0.00
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CONTRACT TOTALS | $ 2,645,439.50| $ | $
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