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LETTING DATE : 03/28/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : WALDOBORO TABULATION OF BIDS
EDGECOMB
CONTRACT ID : 009127.00
=========
COMPLETION DATE : 10/06/01
PROJECT(S): NH-9127(00)E COUNTIE(S) : LINCOLN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 1 RESURFACING AND INTERSECTION IMPROVEMENT ATTEST : _______________________________
NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 357,935.25 100.0000%
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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 202.202 100.000 M2 | 15.00000 1500.00| |
REMOVING PAVEMENT SURFACE | | |
0020 202.203 1200.000 M2 | 16.00000 19200.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.20 100.000 M3 | 25.00000 2500.00| |
COMMON EXCAVATION | | |
0040 206.061 10.000 M3 | 50.00000 500.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 206.07 10.000 M3 | 250.00000 2500.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0060 304.10 75.000 M3 | 40.00000 3000.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 65.000 MG | 80.00000 5200.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 55.000 MG | 90.00000 4950.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 1570.000 MG | 48.45000 76066.50| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 500.000 MG | 48.00000 24000.00| |
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 1775.000 L | 1.35000 2396.25| |
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 03/28/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : WALDOBORO TABULATION OF BIDS
EDGECOMB
CONTRACT ID : 009127.00
=========
====================================================================================================================================
|( 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 50.000 M3 | 40.00000 2000.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 603.215 73.000 M | 540.00000 39420.00| |
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0140 604.11 1.000 EA | 3500.00000 3500.00| |
CATCH BASIN TYPE C1 | | |
0150 604.18 24.000 EA | 400.00000 9600.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0160 604.182 24.000 EA | 300.00000 7200.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0170 606.178 49.500 M | 25.00000 1237.50| |
GUARDRAIL BEAM | | |
0180 606.35 7.000 EA | 35.00000 245.00| |
GUARDRAIL DELINEATOR POST | | |
0190 606.351 6.000 EA | 40.00000 240.00| |
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0200 606.361 46.000 M | 20.00000 920.00| |
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0210 606.367 5.000 EA | 40.00000 200.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0220 606.754 6.000 EA | 1000.00000 6000.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0230 606.79 6.000 EA | 1400.00000 8400.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0240 608.45 45.000 M2 | 50.00000 2250.00| |
CONSTRUCTING SIDEWALK | | |
0250 609.31 95.000 M | 15.00000 1425.00| |
CURB TYPE 3 | | |
0260 610.08 5.000 M3 | 100.00000 500.00| |
PLAIN RIPRAP | | |
0270 613.319 100.000 M2 | 2.85000 285.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0280 618.1401 5.000 UN | 60.00000 300.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0290 619.1201 5.000 UN | 40.00000 200.00| |
MULCH - PLAN QUANTITY | | |
LETTING DATE : 03/28/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : WALDOBORO TABULATION OF BIDS
EDGECOMB
CONTRACT ID : 009127.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 627.75 35.000 M2 | 35.00000 1225.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0310 627.76 LUMP| 4000.00000 4000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0320 629.05 10.000 MH | 25.00000 250.00| |
HAND LABOR, STRAIGHT TIME | | |
0330 631.12 20.000 HR | 100.00000 2000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0340 631.172 40.000 HR | 50.00000 2000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0350 631.32 20.000 HR | 130.00000 2600.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0360 639.19 1.000 EA | 3000.00000 3000.00| |
FIELD OFFICE TYPE B | | |
0370 643.80 LUMP| 45000.00000 45000.00| |
TRAFFIC SIGNALS AT | | |
0380 652.31 10.000 EA | 40.00000 400.00| |
TYPE I BARRICADE | | |
0390 652.33 30.000 EA | 35.00000 1050.00| |
DRUM | | |
0400 652.34 125.000 EA | 25.00000 3125.00| |
CONE | | |
0410 652.35 105.000 M2 | 100.00000 10500.00| |
CONSTRUCTION SIGNS | | |
0420 652.36 42.000 CD | 100.00000 4200.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0430 652.38 900.000 MH | 15.00000 13500.00| |
FLAGGER | | |
0440 656.75 LUMP| 8000.00000 8000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0450 658.20 90.000 M2 | 15.00000 1350.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0460 659.10 LUMP| 30000.00000 30000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 357,935.25| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 357,935.25| $ | $
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