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LETTING DATOTHERS8(00)E MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : HAMPDEN TABULATION OF BIDS
CONTRACT ID : 008834.00
=========
COMPLETION DATE : 07/21/00
PROJECT(S): STP-8834(00)X COUNTIE(S) : PENOBSCOT 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
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1 000022 THE LANE CONSTRUCTION CORP. $ 726,826.04 100.0000%
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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| 18000.00000 18000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.203 2652.000 M2 | 8.45000 22409.40| |
PAVEMENT BUTT JOINTS | | |
0030 203.202 3266.000 M | 5.75000 18779.50| |
INSLOPE EXCAVATION | | |
0040 203.203 3297.000 M | 6.75000 22254.75| |
DITCH EXCAVATION | | |
0050 204.41 5152.000 M2 | 4.50000 23184.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0060 205.51 239.000 M2 | 7.50000 1792.50| |
WIDENING OF EXISTING SHOULDER | | |
0070 403.207 160.000 MG | 75.00000 12000.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 339.000 MG | 85.00000 28815.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 5405.000 MG | 38.45000 207822.25| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 3746.000 MG | 38.45000 144033.70| |
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 5312.000 L | 1.00000 5312.00| |
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 03/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : HAMPDEN TABULATION OF BIDS
CONTRACT ID : 008834.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 411.10 157.000 M3 | 30.00000 4710.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 603.16 100.000 M | 125.00000 12500.00| |
375 MM CULVERT PIPE OPTION I | | |
0140 603.171 6.000 M | 150.00000 900.00| |
450 MM CORRUGATED METAL PIPE | | |
0150 604.161 1.000 EA | 600.00000 600.00| |
ALTERING CATCH BASIN | | |
0160 604.164 1.000 EA | 1100.00000 1100.00| |
REBUILDING CATCH BASIN | | |
0170 604.18 7.000 EA | 380.00000 2660.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0180 604.182 59.000 EA | 150.00000 8850.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0190 606.17 203.000 M | 31.50000 6394.50| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0200 606.1722 4.000 EA | 733.50000 2934.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0210 606.178 15.240 M | 16.00000 243.84| |
GUARDRAIL BEAM | | |
0220 606.21 15.200 M | 32.50000 494.00| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0230 606.22 22.800 M | 32.50000 741.00| |
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0240 606.35 7.000 EA | 25.00000 175.00| |
GUARDRAIL DELINEATOR POST | | |
0250 606.351 7.000 EA | 11.00000 77.00| |
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0260 606.361 164.000 M | 13.20000 2164.80| |
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0270 606.367 10.000 EA | 28.70000 287.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0280 606.47 31.000 EA | 25.00000 775.00| |
SINGLE WOOD POST | | |
0290 606.51 2.000 EA | 175.00000 350.00| |
MULTIPLE MAILBOX SUPPORT | | |
0300 606.752 4.000 EA | 670.00000 2680.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
LETTING DATE : 03/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : HAMPDEN TABULATION OF BIDS
CONTRACT ID : 008834.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.754 2.000 EA | 580.00000 1160.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0320 606.76 4.000 EA | 1250.00000 5000.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0330 606.79 2.000 EA | 1500.00000 3000.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0340 609.234 30.000 EA | 200.00000 6000.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0350 609.237 2.000 EA | 285.00000 570.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0360 609.31 428.000 M | 15.00000 6420.00| |
CURB TYPE 3 | | |
0370 609.38 27.000 M | 30.00000 810.00| |
RESET CURB TYPE 1 | | |
0380 610.08 87.000 M3 | 67.00000 5829.00| |
PLAIN RIPRAP | | |
0390 613.319 3957.000 M2 | 1.60000 6331.20| |
TEMPORARY EROSION CONTROL BLANKET | | |
0400 618.1401 203.000 UN | 14.00000 2842.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0410 618.1411 5.000 UN | 22.00000 110.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 619.1201 208.000 UN | 9.00000 1872.00| |
MULCH - PLAN QUANTITY | | |
0430 620.58 195.000 M2 | 3.00000 585.00| |
EROSION CONTROL GEOTEXTILE | | |
0440 627.75 123.000 M2 | 16.20000 1992.60| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0450 627.76 LUMP| 2600.00000 2600.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0460 629.05 30.000 MH | 18.00000 540.00| |
HAND LABOR, STRAIGHT TIME | | |
0470 631.12 50.000 HR | 80.00000 4000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0480 631.172 50.000 HR | 42.00000 2100.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0490 631.18 15.000 HR | 25.00000 375.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 03/22/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : HAMPDEN TABULATION OF BIDS
CONTRACT ID : 008834.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.32 20.000 HR | 125.00000 2500.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0510 639.19 1.000 EA | 4000.00000 4000.00| |
FIELD OFFICE TYPE B | | |
0520 643.86 2.000 EA | 1000.00000 2000.00| |
TRAFFIC SIGNAL LOOP DETECTORS | | |
0530 652.33 30.000 EA | 35.00000 1050.00| |
DRUM | | |
0540 652.34 100.000 EA | 25.00000 2500.00| |
CONE | | |
0550 652.35 130.000 M2 | 80.00000 10400.00| |
CONSTRUCTION SIGNS | | |
0560 652.36 117.000 CD | 100.00000 11700.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0570 652.38 2500.000 MH | 15.00000 37500.00| |
FLAGGER | | |
0580 659.10 LUMP| 50000.00000 50000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 726,826.04| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 726,826.04| $ | $
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