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LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : LEE TABULATION OF BIDS
LINCOLN
SPRINGFIELD CONTRACT ID : 010605.00 COMPLETION DATE : 10/05/02
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PROJECT(S): STP-1060(500)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1060(600)X
STP-1060(700)X A TRUE COPY : __________________________
OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 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. $ 2,287,985.16 100.0000%
2 000010 THOMAS DICENZO, INC. $ 2,423,838.37 105.9377%
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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 202.202 201006.000 M2 | 1.20000 241207.20| 1.80000 361810.80|
REMOVING PAVEMENT SURFACE | | |
0020 202.203 1710.000 M2 | 12.00000 20520.00| 13.00000 22230.00|
PAVEMENT BUTT JOINTS | | |
0030 203.202 22644.000 M | 6.20000 140392.80| 6.75000 152847.00|
INSLOPE EXCAVATION | | |
0040 203.2026 3089.000 M | 9.20000 28418.80| 10.00000 30890.00|
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0050 203.203 9200.000 M | 9.20000 84640.00| 7.50000 69000.00|
DITCH EXCAVATION | | |
0060 204.41 39286.000 M2 | 2.95000 115893.70| 4.85000 190537.10|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0070 403.207 651.000 MG | 55.00000 35805.00| 35.00000 22785.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 453.000 MG | 90.00000 40770.00| 90.00000 40770.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 24257.000 MG | 35.20000 853846.40| 34.00000 824738.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 1450.000 MG | 36.20000 52490.00| 36.00000 52200.00|
HOT MIX ASPHALT (SHIM) | | |
0110 409.15 50420.000 L | 1.20000 60504.00| 1.10000 55462.00|
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : LEE TABULATION OF BIDS
LINCOLN
SPRINGFIELD CONTRACT ID : 010605.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 411.10 194.000 M3 | 55.00000 10670.00| 40.00000 7760.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 603.16 484.000 M | 125.00000 60500.00| 87.00000 42108.00|
375 MM CULVERT PIPE OPTION I | | |
0140 603.17 152.000 M | 135.00000 20520.00| 100.00000 15200.00|
450 MM CULVERT PIPE OPTION I | | |
0150 603.19 50.000 M | 145.00000 7250.00| 125.00000 6250.00|
600 MM CULVERT PIPE OPTION I | | |
0160 603.199 6.000 M | 500.00000 3000.00| 300.00000 1800.00|
600 MM CULVERT PIPE OPTION III | | |
0170 603.219 9.000 M | 600.00000 5400.00| 350.00000 3150.00|
900 MM CULVERT PIPE OPTION III | | |
0180 603.73 14.000 M | 200.00000 2800.00| 90.00000 1260.00|
REMOVE AND RELAY METAL PIPE | | |
0190 604.09 1.000 EA | 1900.00000 1900.00| 1600.00000 1600.00|
CATCH BASIN TYPE B1 | | |
0200 604.161 4.000 EA | 800.00000 3200.00| 600.00000 2400.00|
ALTERING CATCH BASIN | | |
0210 604.164 1.000 EA | 1500.00000 1500.00| 900.00000 900.00|
REBUILDING CATCH BASIN | | |
0220 604.182 29.000 EA | 250.00000 7250.00| 300.00000 8700.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0230 606.17 164.000 M | 28.86000 4733.04| 30.30000 4969.20|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0240 606.178 434.000 M | 15.58000 6761.72| 16.40000 7117.60|
GUARDRAIL BEAM | | |
0250 606.21 20.000 M | 35.62000 712.40| 35.65000 713.00|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0260 606.22 36.000 M | 35.62000 1282.32| 35.65000 1283.40|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0270 606.265 7.000 EA | 30.00000 210.00| 31.50000 220.50|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0280 606.35 56.000 EA | 25.00000 1400.00| 26.25000 1470.00|
GUARDRAIL DELINEATOR POST | | |
0290 606.351 3.000 EA | 10.00000 30.00| 10.50000 31.50|
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0300 606.36 108.000 M | 21.37000 2307.96| 22.45000 2424.60|
GUARDRAIL REMOVED AND RESET | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : LEE TABULATION OF BIDS
LINCOLN
SPRINGFIELD CONTRACT ID : 010605.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.362 1787.000 M | 6.56000 11722.72| 6.90000 12330.30|
GUARDRAIL ADJUSTED | | |
0320 606.367 85.000 EA | 35.00000 2975.00| 36.75000 3123.75|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0330 606.47 80.000 EA | 30.00000 2400.00| 31.50000 2520.00|
SINGLE WOOD POST | | |
0340 606.752 33.000 EA | 800.00000 26400.00| 900.00000 29700.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0350 606.76 33.000 EA | 1100.00000 36300.00| 1155.00000 38115.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0360 609.31 430.000 M | 16.00000 6880.00| 12.00000 5160.00|
CURB TYPE 3 | | |
0370 610.08 55.000 M3 | 50.00000 2750.00| 40.00000 2200.00|
PLAIN RIPRAP | | |
0380 610.18 90.000 M3 | 40.00000 3600.00| 40.00000 3600.00|
STONE DITCH PROTECTION | | |
0390 613.319 16540.000 M2 | 2.00000 33080.00| 1.50000 24810.00|
EROSION CONTROL BLANKET | | |
0400 618.1301 40.000 UN | 15.00000 600.00| 15.75000 630.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0410 618.1401 1228.000 UN | 13.20000 16209.60| 13.13000 16123.64|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0420 619.1201 1268.000 UN | 6.00000 7608.00| 6.51000 8254.68|
MULCH - PLAN QUANTITY | | |
0430 620.58 25.000 M2 | 5.00000 125.00| 5.00000 125.00|
EROSION CONTROL GEOTEXTILE | | |
0440 627.75 250.000 M2 | 13.45000 3362.50| 15.25000 3812.50|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0450 627.76 LUMP| 10000.00000 10000.00| 10000.00000 10000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0460 629.05 100.000 MH | 25.00000 2500.00| 25.00000 2500.00|
HAND LABOR, STRAIGHT TIME | | |
0470 631.10 25.000 HR | 35.00000 875.00| 40.00000 1000.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0480 631.11 25.000 HR | 35.00000 875.00| 30.00000 750.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0490 631.12 100.000 HR | 65.00000 6500.00| 80.00000 8000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : LEE TABULATION OF BIDS
LINCOLN
SPRINGFIELD CONTRACT ID : 010605.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.172 80.000 HR | 35.00000 2800.00| 45.00000 3600.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0510 631.18 10.000 HR | 35.00000 350.00| 30.00000 300.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0520 631.32 117.000 HR | 90.00000 10530.00| 180.00000 21060.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0530 639.18 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00|
FIELD OFFICE TYPE A | | |
0540 652.33 60.000 EA | 50.00000 3000.00| 30.00000 1800.00|
DRUM | | |
0550 652.34 190.000 EA | 20.00000 3800.00| 20.00000 3800.00|
CONE | | |
0560 652.35 292.000 M2 | 95.00000 27740.00| 90.00000 26280.00|
CONSTRUCTION SIGNS | | |
0570 652.36 173.000 CD | 125.00000 21625.00| 100.00000 17300.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0580 652.38 6533.000 MH | 14.00000 91462.00| 12.60000 82315.80|
FLAGGER | | |
0590 656.75 LUMP| 25000.00000 25000.00| 35000.00000 35000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0600 659.10 LUMP| 105000.00000 105000.00| 120000.00000 120000.00|
MOBILIZATION | | |
0610 660.21 1000.000 MH | 1.00000 1000.00| 2.00000 2000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,287,985.16| $ 2,423,838.37| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,287,985.16| $ 2,423,838.37| $
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