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LETTING DATE : 02/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010650.00 COMPLETION DATE : 07/02/02
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PROJECT(S): NH-A065(000)E COUNTIE(S) : WALDO MAINE STATE DEPARTMENT OF TRANSPORTATION
010799.00
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 1 RESURFACING 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. $ 375,362.20 100.0000%
2 000010 THOMAS DICENZO, INC. $ 479,912.54 127.8532%
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|( 1 ) 000022 |( 2 ) 000010 |( )
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 950.000 M2 | 14.00000 13300.00| 15.00000 14250.00|
PAVEMENT BUTT JOINTS | | |
0020 203.2026 160.000 M | 12.00000 1920.00| 25.00000 4000.00|
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0030 403.207 15.000 MG | 100.00000 1500.00| 115.00000 1725.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0040 403.209 90.000 MG | 100.00000 9000.00| 115.00000 10350.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0050 403.210 3600.000 MG | 38.00000 136800.00| 43.50000 156600.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0060 403.211 1800.000 MG | 38.80000 69840.00| 45.00000 81000.00|
HOT MIX ASPHALT (SHIM) | | |
0070 409.15 7720.000 L | 1.20000 9264.00| 1.50000 11580.00|
BITUMINOUS TACK COAT APPLIED | | |
0080 411.10 60.000 M3 | 40.00000 2400.00| 40.00000 2400.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0090 504.069 8.000 EA | 200.00000 1600.00| 200.00000 1600.00|
CONCRETE PIPE TIES | | |
0100 603.47 26.800 M | 1000.00000 26800.00| 625.00000 16750.00|
1500 MM REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
LETTING DATE : 02/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010650.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( )
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 604.18 8.000 EA | 250.00000 2000.00| 500.00000 4000.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0120 604.182 8.000 EA | 200.00000 1600.00| 250.00000 2000.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0130 606.17 15.240 M | 40.00000 609.60| 36.00000 548.64|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0140 606.21 3.810 M | 55.00000 209.55| 45.00000 171.45|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0150 606.22 3.810 M | 55.00000 209.55| 45.00000 171.45|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0160 606.265 1.000 EA | 40.00000 40.00| 53.00000 53.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 606.35 5.000 EA | 35.00000 175.00| 27.00000 135.00|
GUARDRAIL DELINEATOR POST | | |
0180 606.351 6.000 EA | 15.00000 90.00| 10.00000 60.00|
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0190 606.361 19.000 M | 20.00000 380.00| 35.00000 665.00|
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0200 606.79 2.000 EA | 1500.00000 3000.00| 2000.00000 4000.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0210 609.31 15.000 M | 20.00000 300.00| 20.00000 300.00|
CURB TYPE 3 | | |
0220 610.08 37.000 M3 | 60.00000 2220.00| 75.00000 2775.00|
PLAIN RIPRAP | | |
0230 618.1401 6.000 UN | 45.00000 270.00| 50.00000 300.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0240 619.1201 6.000 UN | 35.00000 210.00| 40.00000 240.00|
MULCH - PLAN QUANTITY | | |
0250 620.58 52.000 M2 | 5.00000 260.00| 4.00000 208.00|
EROSION CONTROL GEOTEXTILE | | |
0260 627.76 LUMP| 6000.00000 6000.00| 6300.00000 6300.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0270 629.05 40.000 MH | 20.00000 800.00| 25.00000 1000.00|
HAND LABOR, STRAIGHT TIME | | |
0280 631.12 40.000 HR | 87.00000 3480.00| 100.00000 4000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 02/20/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010650.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000010 |( )
|THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 631.172 80.000 HR | 45.00000 3600.00| 45.00000 3600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0300 652.311 10.000 EA | 250.00000 2500.00| 40.00000 400.00|
TYPE II BARRICADE | | |
0310 652.33 10.000 EA | 70.00000 700.00| 40.00000 400.00|
DRUM | | |
0320 652.34 75.000 EA | 15.00000 1125.00| 15.00000 1125.00|
CONE | | |
0330 652.35 90.000 M2 | 95.00000 8550.00| 85.00000 7650.00|
CONSTRUCTION SIGNS | | |
0340 652.36 32.000 CD | 125.00000 4000.00| 100.00000 3200.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0350 652.38 970.000 MH | 15.00000 14550.00| 13.00000 12610.00|
FLAGGER | | |
0360 656.75 LUMP| 6000.00000 6000.00| 25000.00000 25000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0370 659.10 LUMP| 29000.00000 29000.00| 94000.00000 94000.00|
MOBILIZATION | | |
0380 603.259 7.300 M | 1515.00000 11059.50| 650.00000 4745.00|
1500 MM CULVERT PIPE OPTION III | | |
SECTION TOTALS | $ 375,362.20| $ 479,912.54| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 375,362.20| $ 479,912.54| $
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