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LETTING DATE : 04/30/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010022.00 COMPLETION DATE : 10/30/03
=========
PROJECT(S): STP-1002(200)X LOCATION(S): BANGOR MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-A003(000)X BANGOR - HARLOW STREET
STP-1058(700)X BANGOR- INTOWN BROADWAY A TRUE COPY : __________________________
OTHERS OTHERS
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,993,004.61 100.0000%
2 001195 VAUGHN THIBODEAU & SONS, INC. $ 2,287,992.00 114.8011%
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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 201.23 3.000 EA | 450.00000 1350.00| 400.00000 1200.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 9.000 EA | 240.00000 2160.00| 400.00000 3600.00|
REMOVING STUMP | | |
0030 202.202 91002.000 M2 | 1.65000 150153.30| 1.50000 136503.00|
REMOVING PAVEMENT SURFACE | | |
0040 202.203 5369.000 M2 | 11.00000 59059.00| 10.00000 53690.00|
PAVEMENT BUTT JOINTS | | |
0050 203.20 550.000 M3 | 12.00000 6600.00| 12.00000 6600.00|
COMMON EXCAVATION | | |
0060 204.41 9691.000 M2 | 3.70000 35856.70| 12.00000 116292.00|
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0070 211.20 4190.000 M | 8.40000 35196.00| 7.50000 31425.00|
INSLOPE EXCAVATION | | |
0080 211.22 236.000 M | 10.20000 2407.20| 12.00000 2832.00|
INSLOPE EXCAVATION - GUARDRAIL | | |
0090 211.30 4515.000 M | 10.20000 46053.00| 10.00000 45150.00|
DITCH EXCAVATION | | |
0100 304.103 540.000 M3 | 16.80000 9072.00| 25.00000 13500.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0110 309.36 19000.000 M2 | 6.40000 121600.00| 7.35000 139650.00|
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
LETTING DATE : 04/30/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010022.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 310.13 6960.000 M2 | 11.00000 76560.00| 17.00000 118320.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0130 403.209 503.000 MG | 100.00000 50300.00| 100.00000 50300.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 14934.000 MG | 45.00000 672030.00| 39.50000 589893.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 403.211 1410.000 MG | 46.00000 64860.00| 39.50000 55695.00|
HOT MIX ASPHALT (SHIM) | | |
0160 409.15 26190.000 L | 1.40000 36666.00| 0.52000 13618.80|
BITUMINOUS TACK COAT APPLIED | | |
0170 411.10 67.000 M3 | 45.00000 3015.00| 45.00000 3015.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0180 429.32 1310.000 M2 | 15.00000 19650.00| 50.00000 65500.00|
SELF ADHESIVE ASPHALTIC MEMBRANE | | |
0190 534.71 31.000 LS | 40000.00000 40000.00| 30700.00000 30700.00|
PRECAST CONCRETE BOX CULVERT | | |
0200 603.16 200.000 M | 120.00000 24000.00| 115.00000 23000.00|
375 MM CULVERT PIPE OPTION I | | |
0210 603.17 14.000 M | 126.00000 1764.00| 350.00000 4900.00|
450 MM CULVERT PIPE OPTION I | | |
0220 603.179 15.000 M | 288.00000 4320.00| 350.00000 5250.00|
450 MM CULVERT PIPE OPTION III | | |
0230 603.20 12.000 M | 168.00000 2016.00| 300.00000 3600.00|
750 MM CULVERT PIPE OPTION I | | |
0240 603.219 42.000 M | 324.00000 13608.00| 560.00000 23520.00|
900 MM CULVERT PIPE OPTION III | | |
0250 603.259 7.000 M | 335.00000 2345.00| 1000.00000 7000.00|
1500 MM CULVERT PIPE OPTION III | | |
0260 603.7415 2.400 M | 300.00000 720.00| 1000.00000 2400.00|
REMOVE AND RELAY 375 MM CONCRETE PIPE | | |
0270 603.7418 19.200 M | 300.00000 5760.00| 800.00000 15360.00|
REMOVE AND RELAY 450 MM CONCRETE PIPE | | |
0280 603.7424 2.400 M | 300.00000 720.00| 1000.00000 2400.00|
REMOVE AND RELAY 600 MM CONCRETE PIPE | | |
0290 603.743 7.200 M | 324.00000 2332.80| 800.00000 5760.00|
REMOVE AND RELAY 750 MM CONCRETE PIPE | | |
0300 604.161 51.000 EA | 540.00000 27540.00| 700.00000 35700.00|
ALTERING CATCH BASIN | | |
0310 604.164 11.000 EA | 1200.00000 13200.00| 1300.00000 14300.00|
REBUILDING CATCH BASIN | | |
LETTING DATE : 04/30/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010022.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 604.167 13.000 EA | 200.00000 2600.00| 472.00000 6136.00|
ALTER CATCH BASIN GRATE TO CASCADE | | |
0330 604.18 11.000 EA | 300.00000 3300.00| 360.00000 3960.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0340 606.17 205.000 M | 33.90000 6949.50| 46.00000 9430.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0350 606.1722 2.000 EA | 990.00000 1980.00| 977.50000 1955.00|
BRIDGE TRANSITION - TYPE 2 | | |
0360 606.178 40.000 M | 21.00000 840.00| 28.75000 1150.00|
GUARDRAIL BEAM | | |
0370 606.21 38.000 M | 40.00000 1520.00| 50.60000 1922.80|
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0380 606.22 16.000 M | 40.00000 640.00| 50.60000 809.60|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0390 606.265 7.000 EA | 32.50000 227.50| 28.75000 201.25|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.35 27.000 EA | 34.45000 930.15| 28.75000 776.25|
GUARDRAIL DELINEATOR POST | | |
0410 606.364 20.000 M | 31.00000 620.00| 28.75000 575.00|
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0420 606.367 10.000 EA | 32.00000 320.00| 40.25000 402.50|
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0430 606.47 45.000 EA | 32.00000 1440.00| 23.00000 1035.00|
SINGLE WOOD POST | | |
0440 606.752 7.000 EA | 960.00000 6720.00| 2000.00000 14000.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0450 606.76 7.000 EA | 1450.00000 10150.00| 1610.00000 11270.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0460 609.237 4.000 EA | 400.00000 1600.00| 322.00000 1288.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0470 609.2371 4.000 EA | 400.00000 1600.00| 434.00000 1736.00|
TERMINAL CURB TYPE 1- 2.1M - CIRCULAR | | |
0480 609.31 4087.000 M | 16.00000 65392.00| 10.00000 40870.00|
CURB TYPE 3 | | |
0490 609.38 622.000 M | 53.00000 32966.00| 51.00000 31722.00|
RESET CURB TYPE 1 | | |
LETTING DATE : 04/30/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010022.00
=========
====================================================================================================================================
|( 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 609.443 16.000 M | 75.00000 1200.00| 113.00000 1808.00|
REMOVE, CUT AND INSTALL EXISTING CURB | | |
0510 610.08 54.000 M3 | 72.00000 3888.00| 70.00000 3780.00|
PLAIN RIPRAP | | |
0520 613.319 5492.000 M2 | 2.40000 13180.80| 2.00000 10984.00|
EROSION CONTROL BLANKET | | |
0530 615.07 575.000 M3 | 45.00000 25875.00| 32.70000 18802.50|
LOAM | | |
0540 618.1301 59.000 UN | 20.00000 1180.00| 25.20000 1486.80|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0550 618.1401 250.000 UN | 13.00000 3250.00| 15.90000 3975.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0560 619.1201 309.000 UN | 6.50000 2008.50| 7.20000 2224.80|
MULCH - PLAN QUANTITY | | |
0570 620.58 122.000 M2 | 3.40000 414.80| 3.00000 366.00|
EROSION CONTROL GEOTEXTILE | | |
0580 627.711 30340.000 M | 0.33000 10012.20| 0.40000 12136.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0590 627.75 720.000 M2 | 10.75000 7740.00| 13.00000 9360.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0600 627.76 LUMP| 5000.00000 5000.00| 12000.00000 12000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0610 627.78 944.000 M | 1.64000 1548.16| 2.00000 1888.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0620 629.05 85.000 HR | 20.40000 1734.00| 25.00000 2125.00|
HAND LABOR, STRAIGHT TIME | | |
0630 631.10 40.000 HR | 40.80000 1632.00| 90.00000 3600.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0640 631.11 40.000 HR | 12.00000 480.00| 90.00000 3600.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0650 631.12 75.000 HR | 90.00000 6750.00| 125.00000 9375.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.14 40.000 HR | 80.00000 3200.00| 75.00000 3000.00|
GRADER (INCLUDING OPERATOR) | | |
0670 631.172 75.000 HR | 42.00000 3150.00| 45.00000 3375.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 04/30/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/07/03
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010022.00
=========
====================================================================================================================================
|( 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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 631.18 35.000 HR | 24.00000 840.00| 30.00000 1050.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0690 631.32 51.000 HR | 120.00000 6120.00| 125.00000 6375.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0700 639.19 1.000 EA | 7000.00000 7000.00| 12000.00000 12000.00|
FIELD OFFICE TYPE B | | |
0710 652.38 5310.000 HR | 13.00000 69030.00| 15.00000 79650.00|
FLAGGER | | |
0720 652.39 LUMP| 60000.00000 60000.00| 25000.00000 25000.00|
WORK ZONE TRAFFIC CONTROL | | |
0730 656.75 LUMP| 20000.00000 20000.00| 35000.00000 35000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0740 658.20 90.000 M2 | 11.80000 1062.00| 14.16000 1274.40|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0750 659.10 LUMP| 66000.00000 66000.00| 273843.30000 273843.30|
MOBILIZATION | | |
SECTION TOTALS | $ 1,993,004.61| $ 2,287,992.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,993,004.61| $ 2,287,992.00| $
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