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LETTING DATSTP-7815(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : HANCOCK TABULATION OF BIDS
FRANKLIN
BAR HARBOR CONTRACT ID : 007670.00
=========
COMPLETION DATE : 06/30/00
PROJECT(S): STP-7670(00)X COUNTIE(S) : HANCOCK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 1 RESURFACING ATTEST : _______________________________
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. $ 352,068.96 100.0000%
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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| 15000.00000 15000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.203 955.000 M2 | 12.00000 11460.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.202 377.000 M | 7.50000 2827.50| |
INSLOPE EXCAVATION | | |
0040 203.203 385.000 M | 7.50000 2887.50| |
DITCH EXCAVATION | | |
0050 203.25 10.000 M3 | 40.00000 400.00| |
GRANULAR BORROW | | |
0060 204.41 2061.000 M2 | 4.80000 9892.80| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0070 403.209 20.000 MG | 90.00000 1800.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 2510.000 MG | 40.85000 102533.50| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.211 1530.000 MG | 39.85000 60970.50| |
HOT MIX ASPHALT (SHIM) | | |
0100 409.15 2580.000 L | 1.25000 3225.00| |
BITUMINOUS TACK COAT APPLIED | | |
0110 411.10 35.000 M3 | 30.00000 1050.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : HANCOCK TABULATION OF BIDS
FRANKLIN
BAR HARBOR CONTRACT ID : 007670.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 411.12 4.000 MG | 40.00000 160.00| |
CRUSHED STONE SURFACE | | |
0130 603.16 10.000 M | 200.00000 2000.00| |
375 MM CULVERT PIPE OPTION I | | |
0140 603.17 11.000 M | 210.00000 2310.00| |
450 MM CULVERT PIPE OPTION I | | |
0150 603.179 38.400 M | 280.00000 10752.00| |
450 MM CULVERT PIPE OPTION III | | |
0160 603.199 17.100 M | 295.00000 5044.50| |
600 MM CULVERT PIPE OPTION III | | |
0170 606.17 255.200 M | 29.60000 7553.92| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0180 606.21 79.200 M | 32.90000 2605.68| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0190 606.22 11.400 M | 32.90000 375.06| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0200 606.265 4.000 EA | 50.00000 200.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0210 606.35 10.000 EA | 30.00000 300.00| |
GUARDRAIL DELINEATOR POST | | |
0220 606.752 4.000 EA | 1000.00000 4000.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0230 606.76 4.000 EA | 1500.00000 6000.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0240 609.31 152.000 M | 15.00000 2280.00| |
CURB TYPE 3 | | |
0250 610.08 80.000 M3 | 80.00000 6400.00| |
PLAIN RIPRAP | | |
0260 610.18 205.000 M3 | 70.00000 14350.00| |
STONE DITCH PROTECTION | | |
0270 613.319 830.000 M2 | 1.70000 1411.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0280 617.30 15.000 M3 | 90.00000 1350.00| |
COMPOSTED BARK MIX | | |
0290 618.1301 5.000 UN | 18.00000 90.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0300 618.1401 40.000 UN | 18.00000 720.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0310 619.1201 45.000 UN | 16.00000 720.00| |
MULCH - PLAN QUANTITY | | |
LETTING DATE : 03/08/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : HANCOCK TABULATION OF BIDS
FRANKLIN
BAR HARBOR CONTRACT ID : 007670.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 620.58 1040.000 M2 | 3.00000 3120.00| |
EROSION CONTROL GEOTEXTILE | | |
0330 627.76 LUMP| 5000.00000 5000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0340 629.05 10.000 MH | 20.00000 200.00| |
HAND LABOR, STRAIGHT TIME | | |
0350 631.12 10.000 HR | 90.00000 900.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0360 631.14 24.000 HR | 70.00000 1680.00| |
GRADER (INCLUDING OPERATOR) | | |
0370 631.172 20.000 HR | 44.00000 880.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0380 631.18 10.000 HR | 30.00000 300.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0390 631.32 10.000 HR | 150.00000 1500.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0400 639.19 1.000 EA | 4000.00000 4000.00| |
FIELD OFFICE TYPE B | | |
0410 652.31 5.000 EA | 40.00000 200.00| |
TYPE I BARRICADE | | |
0420 652.33 5.000 EA | 40.00000 200.00| |
DRUM | | |
0430 652.34 100.000 EA | 15.00000 1500.00| |
CONE | | |
0440 652.35 80.000 M2 | 88.00000 7040.00| |
CONSTRUCTION SIGNS | | |
0450 652.36 46.000 CD | 80.00000 3680.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0460 652.38 880.000 MH | 15.00000 13200.00| |
FLAGGER | | |
0470 659.10 LUMP| 28000.00000 28000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 352,068.96| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 352,068.96| $ | $
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