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LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010596.00 COMPLETION DATE : 08/15/03
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PROJECT(S): NH-1059(600)E COUNTIE(S) : PENOBSCOT MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 984,653.35 100.0000%
2 001195 VAUGHN THIBODEAU & SONS, INC. $ 1,137,777.00 115.5510%
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|( 1 ) 000022 |( 2 ) 001195 |( )
|THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.202 58140.000 M2 | 1.25000 72675.00| 2.27000 131977.80|
REMOVING PAVEMENT SURFACE | | |
0020 202.203 780.000 M2 | 10.00000 7800.00| 10.00000 7800.00|
PAVEMENT BUTT JOINTS | | |
0030 211.20 6100.000 M | 5.80000 35380.00| 10.00000 61000.00|
INSLOPE EXCAVATION | | |
0040 211.22 2940.000 M | 9.00000 26460.00| 12.00000 35280.00|
INSLOPE EXCAVATION - GUARDRAIL | | |
0050 211.30 940.000 M | 8.70000 8178.00| 10.00000 9400.00|
DITCH EXCAVATION | | |
0060 304.103 50.000 M3 | 14.00000 700.00| 75.00000 3750.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0070 403.209 250.000 MG | 90.00000 22500.00| 100.00000 25000.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0080 403.210 7500.000 MG | 39.00000 292500.00| 35.00000 262500.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0090 403.211 1700.000 MG | 40.50000 68850.00| 40.00000 68000.00|
HOT MIX ASPHALT (SHIM) | | |
0100 409.15 17220.000 L | 1.30000 22386.00| 1.25000 21525.00|
BITUMINOUS TACK COAT APPLIED | | |
0110 411.10 50.000 M3 | 40.00000 2000.00| 200.00000 10000.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010596.00
=========
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|( 1 ) 000022 |( 2 ) 001195 |( )
|THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 502.325 LUMP| 60000.00000 60000.00| 60000.00000 60000.00|
STRUCTURAL CONCRETE CULVERT INVERT | | |
LINING | | |
0130 603.16 187.000 M | 105.00000 19635.00| 90.00000 16830.00|
375 MM CULVERT PIPE OPTION I | | |
0140 603.169 10.000 M | 200.00000 2000.00| 500.00000 5000.00|
375 MM CULVERT PIPE OPTION III | | |
0150 603.17 228.000 M | 110.00000 25080.00| 107.00000 24396.00|
450 MM CULVERT PIPE OPTION I | | |
0160 603.179 37.000 M | 300.00000 11100.00| 210.00000 7770.00|
450 MM CULVERT PIPE OPTION III | | |
0170 603.2009 9.000 M | 275.00000 2475.00| 500.00000 4500.00|
675 MM CULVERT PIPE OPTION III | | |
0180 603.249 5.000 M | 1200.00000 6000.00| 750.00000 3750.00|
1350 MM CULVERT PIPE OPTION III | | |
0190 603.259 9.000 M | 1150.00000 10350.00| 850.00000 7650.00|
1500 MM CULVERT PIPE OPTION III | | |
0200 603.7318 4.000 M | 250.00000 1000.00| 350.00000 1400.00|
REMOVE & RELAY 450 MM METAL PIPE | | |
0210 603.7327 7.000 M | 250.00000 1750.00| 400.00000 2800.00|
REMOVE AND RELAY 675 MM METAL PIPE | | |
0220 604.14 1.000 EA | 900.00000 900.00| 2000.00000 2000.00|
750 MM CATCH BASIN TYPE E | | |
0230 604.164 1.000 EA | 1200.00000 1200.00| 1500.00000 1500.00|
REBUILDING CATCH BASIN | | |
0240 604.18 19.000 EA | 325.00000 6175.00| 1500.00000 28500.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0250 606.17 26.000 M | 25.20000 655.20| 37.40000 972.40|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0260 606.1721 8.000 EA | 1180.00000 9440.00| 1595.00000 12760.00|
BRIDGE TRANSITION - TYPE 1 | | |
0270 606.178 198.000 M | 25.65000 5078.70| 26.40000 5227.20|
GUARDRAIL BEAM | | |
0280 606.21 6.000 M | 41.55000 249.30| 42.00000 252.00|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0290 606.23 374.000 M | 36.15000 13520.10| 37.40000 13987.60|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0300 606.265 5.000 EA | 29.75000 148.75| 33.00000 165.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010596.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( )
|THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.35 13.000 EA | 22.90000 297.70| 33.00000 429.00|
GUARDRAIL DELINEATOR POST | | |
0320 606.351 4.000 EA | 36.60000 146.40| 22.00000 88.00|
REMOVE AND RESET GUARDRAIL DELINEATOR | | |
POSTS | | |
0330 606.362 1034.000 M | 17.20000 17784.80| 10.00000 10340.00|
GUARDRAIL ADJUSTED | | |
0340 606.367 50.000 EA | 24.00000 1200.00| 24.20000 1210.00|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0350 606.47 25.000 EA | 19.00000 475.00| 27.50000 687.50|
SINGLE WOOD POST | | |
0360 606.754 10.000 EA | 900.00000 9000.00| 800.00000 8000.00|
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0370 606.79 10.000 EA | 1460.00000 14600.00| 1375.00000 13750.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0380 609.31 1616.000 M | 16.00000 25856.00| 15.50000 25048.00|
CURB TYPE 3 | | |
0390 609.34 49.000 M | 80.00000 3920.00| 77.00000 3773.00|
CURB TYPE 5 | | |
0400 609.444 411.000 M | 57.00000 23427.00| 57.00000 23427.00|
REMOVE AND RESET EXISTING CURB | | |
0410 610.08 12.000 M3 | 80.00000 960.00| 60.00000 720.00|
PLAIN RIPRAP | | |
0420 613.319 1128.000 M2 | 1.80000 2030.40| 1.75000 1974.00|
EROSION CONTROL BLANKET | | |
0430 615.07 410.000 M3 | 40.00000 16400.00| 45.00000 18450.00|
LOAM | | |
0440 618.1301 41.000 UN | 22.00000 902.00| 45.00000 1845.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0450 618.1401 280.000 UN | 13.00000 3640.00| 20.00000 5600.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 619.1201 280.000 UN | 6.00000 1680.00| 10.00000 2800.00|
MULCH - PLAN QUANTITY | | |
0470 620.58 192.000 M2 | 2.75000 528.00| 5.00000 960.00|
EROSION CONTROL GEOTEXTILE | | |
0480 627.76 LUMP| 2000.00000 2000.00| 15000.00000 15000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0490 629.05 40.000 HR | 21.00000 840.00| 27.00000 1080.00|
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 01/08/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/09/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010596.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( )
|THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.10 10.000 HR | 40.00000 400.00| 65.00000 650.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0510 631.11 10.000 HR | 20.00000 200.00| 30.00000 300.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0520 631.12 40.000 HR | 90.00000 3600.00| 120.00000 4800.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0530 631.172 40.000 HR | 45.00000 1800.00| 50.00000 2000.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0540 631.18 10.000 HR | 27.00000 270.00| 30.00000 300.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0550 631.32 10.000 HR | 120.00000 1200.00| 200.00000 2000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0560 639.19 1.000 EA | 5000.00000 5000.00| 15000.00000 15000.00|
FIELD OFFICE TYPE B | | |
0570 652.38 2270.000 HR | 13.00000 29510.00| 15.00000 34050.00|
FLAGGER | | |
0580 652.39 LUMP| 30000.00000 30000.00| 10000.00000 10000.00|
WORK ZONE TRAFFIC CONTROL | | |
0590 656.75 LUMP| 15000.00000 15000.00| 20000.00000 20000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0600 658.20 80.000 M2 | 10.00000 800.00| 20.00000 1600.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0610 659.10 LUMP| 35000.00000 35000.00| 76202.50000 76202.50|
MOBILIZATION | | |
SECTION TOTALS | $ 984,653.35| $ 1,137,777.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 984,653.35| $ 1,137,777.00| $
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