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LETTING DATE : 01/23/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : BANGOR TABULATION OF BIDS
CARMEL
NEWBURGH CONTRACT ID : 008830.00 COMPLETION DATE : 10/28/02
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PROJECT(S): STP-8830(00)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPARTMENT OF TRANSPORTATION
NH-8833(00)E
NH-9073(00)E A TRUE COPY : __________________________
OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 OVERLAY 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. $ 1,379,695.63 100.0000%
2 000010 THOMAS DICENZO, INC. $ 1,540,297.56 111.6404%
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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 201.23 1.000 EA | 450.00000 450.00| 1000.00000 1000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 3.000 EA | 120.00000 360.00| 150.00000 450.00|
REMOVING STUMP | | |
0030 202.202 29350.000 M2 | 2.10000 61635.00| 3.50000 102725.00|
REMOVING PAVEMENT SURFACE | | |
0040 202.203 6740.000 M2 | 8.00000 53920.00| 15.00000 101100.00|
PAVEMENT BUTT JOINTS | | |
0050 203.202 4900.000 M | 5.50000 26950.00| 12.00000 58800.00|
INSLOPE EXCAVATION | | |
0060 203.203 4380.000 M | 7.00000 30660.00| 8.00000 35040.00|
DITCH EXCAVATION | | |
0070 204.41 10240.000 M2 | 4.95000 50688.00| 10.00000 102400.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 304.103 40.000 M3 | 30.00000 1200.00| 25.00000 1000.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0090 307.50 7652.000 M2 | 13.45000 102919.40| 4.50000 34434.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0100 403.209 435.000 MG | 100.00000 43500.00| 100.00000 43500.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 11150.000 MG | 38.45000 428717.50| 41.00000 457150.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 01/23/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : BANGOR TABULATION OF BIDS
CARMEL
NEWBURGH CONTRACT ID : 008830.00
=========
====================================================================================================================================
|( 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 403.211 3076.000 MG | 39.40000 121194.40| 41.00000 126116.00|
HOT MIX ASPHALT (SHIM) | | |
0130 409.15 13300.000 L | 1.20000 15960.00| 1.25000 16625.00|
BITUMINOUS TACK COAT APPLIED | | |
0140 411.10 76.000 M3 | 35.00000 2660.00| 35.00000 2660.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0150 603.16 93.000 M | 120.00000 11160.00| 95.00000 8835.00|
375 MM CULVERT PIPE OPTION I | | |
0160 603.169 26.000 M | 220.00000 5720.00| 310.00000 8060.00|
375 MM CULVERT PIPE OPTION III | | |
0170 603.17 10.000 M | 130.00000 1300.00| 350.00000 3500.00|
450 MM CULVERT PIPE OPTION I | | |
0180 603.18 6.000 M | 320.00000 1920.00| 400.00000 2400.00|
525 MM CULVERT PIPE OPTION I | | |
0190 603.199 22.000 M | 270.00000 5940.00| 300.00000 6600.00|
600 MM CULVERT PIPE OPTION III | | |
0200 603.7315 10.000 M | 220.00000 2200.00| 140.00000 1400.00|
REMOVE & RELAY 375 MM METAL PIPE | | |
0210 604.161 7.000 EA | 600.00000 4200.00| 1000.00000 7000.00|
ALTERING CATCH BASIN | | |
0220 604.164 1.000 EA | 1400.00000 1400.00| 1250.00000 1250.00|
REBUILDING CATCH BASIN | | |
0230 604.18 50.000 EA | 300.00000 15000.00| 600.00000 30000.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0240 606.17 197.000 M | 32.00000 6304.00| 29.43000 5797.71|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0250 606.1732 4.000 EA | 600.00000 2400.00| 630.00000 2520.00|
BRIDGE CONNECTION TYPE 2 | | |
0260 606.178 12.000 M | 22.00000 264.00| 16.62000 199.44|
GUARDRAIL BEAM | | |
0270 606.22 8.000 M | 36.00000 288.00| 38.12000 304.96|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0280 606.35 15.000 EA | 25.00000 375.00| 23.10000 346.50|
GUARDRAIL DELINEATOR POST | | |
0290 606.361 137.000 M | 20.00000 2740.00| 17.25000 2363.25|
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0300 606.47 10.000 EA | 25.00000 250.00| 26.25000 262.50|
SINGLE WOOD POST | | |
0310 606.752 13.000 EA | 800.00000 10400.00| 800.00000 10400.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
LETTING DATE : 01/23/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : BANGOR TABULATION OF BIDS
CARMEL
NEWBURGH CONTRACT ID : 008830.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.76 13.000 EA | 1100.00000 14300.00| 1260.00000 16380.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0330 609.31 540.000 M | 15.00000 8100.00| 12.92000 6976.80|
CURB TYPE 3 | | |
0340 609.38 180.000 M | 78.00000 14040.00| 25.00000 4500.00|
RESET CURB TYPE 1 | | |
0350 610.08 7.000 M3 | 70.00000 490.00| 60.00000 420.00|
PLAIN RIPRAP | | |
0360 613.319 8490.000 M2 | 2.00000 16980.00| 1.50000 12735.00|
EROSION CONTROL BLANKET | | |
0370 615.07 397.000 M3 | 26.00000 10322.00| 45.00000 17865.00|
LOAM | | |
0380 618.1301 44.000 UN | 20.00000 880.00| 15.75000 693.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0390 618.1401 352.000 UN | 13.25000 4664.00| 13.91000 4896.32|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0400 619.1201 396.000 UN | 6.00000 2376.00| 6.30000 2494.80|
MULCH - PLAN QUANTITY | | |
0410 620.58 16.000 M2 | 10.00000 160.00| 3.00000 48.00|
EROSION CONTROL GEOTEXTILE | | |
0420 627.71 15011.000 M | 0.33000 4953.63| 0.35000 5253.85|
100 MM WHITE PAVEMENT MARKING LINE | | |
0430 627.73 6332.000 M | 0.66000 4179.12| 0.69000 4369.08|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0440 627.75 597.000 M2 | 16.14000 9635.58| 16.95000 10119.15|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0450 627.76 LUMP| 9100.00000 9100.00| 16905.00000 16905.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0460 629.05 50.000 MH | 20.00000 1000.00| 22.00000 1100.00|
HAND LABOR, STRAIGHT TIME | | |
0470 631.10 50.000 HR | 40.00000 2000.00| 25.00000 1250.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0480 631.11 50.000 HR | 20.00000 1000.00| 25.00000 1250.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0490 631.12 75.000 HR | 85.00000 6375.00| 85.00000 6375.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0500 631.172 75.000 HR | 42.00000 3150.00| 60.00000 4500.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 01/23/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : BANGOR TABULATION OF BIDS
CARMEL
NEWBURGH CONTRACT ID : 008830.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.18 15.000 HR | 25.00000 375.00| 30.00000 450.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0520 631.32 48.000 HR | 90.00000 4320.00| 150.00000 7200.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0530 639.19 1.000 EA | 3500.00000 3500.00| 3000.00000 3000.00|
FIELD OFFICE TYPE B | | |
0540 643.86 2.000 EA | 950.00000 1900.00| 1500.00000 3000.00|
TRAFFIC SIGNAL LOOP DETECTORS | | |
0550 652.33 73.000 EA | 40.00000 2920.00| 50.00000 3650.00|
DRUM | | |
0560 652.34 280.000 EA | 20.00000 5600.00| 15.00000 4200.00|
CONE | | |
0570 652.35 316.000 M2 | 90.00000 28440.00| 90.00000 28440.00|
CONSTRUCTION SIGNS | | |
0580 652.36 115.000 CD | 200.00000 23000.00| 100.00000 11500.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0590 652.38 5090.000 MH | 14.00000 71260.00| 12.08000 61487.20|
FLAGGER | | |
0600 656.75 LUMP| 20000.00000 20000.00| 25000.00000 25000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0610 659.10 LUMP| 92000.00000 92000.00| 100000.00000 100000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,379,695.63| $ 1,540,297.56| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,379,695.63| $ 1,540,297.56| $
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