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LETTING DATE : 03/05/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/05/03
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010615.00 COMPLETION DATE : 08/01/03
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PROJECT(S): AC-STP-106(500)X LOCATION(S): T3 INDIAN PURCHASE - MILLINOCKETAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 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. $ 1,248,274.79 100.0000%
2 001576 THE MILLER GROUP, INC. $ 1,671,032.60 133.8674%
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|( 1 ) 000022 |( 2 ) 001576 |( )
|THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, 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 12200.000 M2 | 1.25000 15250.00| 2.25000 27450.00|
REMOVING PAVEMENT SURFACE | | |
0020 202.203 190.000 M2 | 13.00000 2470.00| 27.10000 5149.00|
PAVEMENT BUTT JOINTS | | |
0030 211.20 8270.000 M | 7.00000 57890.00| 9.60000 79392.00|
INSLOPE EXCAVATION | | |
0040 211.221 1224.000 M | 9.00000 11016.00| 20.00000 24480.00|
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0050 211.30 6100.000 M | 9.00000 54900.00| 8.65000 52765.00|
DITCH EXCAVATION | | |
0060 304.103 1000.000 M3 | 15.00000 15000.00| 28.50000 28500.00|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0070 309.30 62420.000 M2 | 5.60000 349552.00| 6.25000 390125.00|
FULL DEPTH RECYCLED PAVEMENT WITH FOAM | | |
ASPHALT | | |
0080 403.209 110.000 MG | 100.00000 11000.00| 104.50000 11495.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 10910.000 MG | 38.50000 420035.00| 49.30000 537863.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.211 350.000 MG | 39.50000 13825.00| 49.30000 17255.00|
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 03/05/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/05/03
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010615.00
=========
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|( 1 ) 000022 |( 2 ) 001576 |( )
|THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 13320.000 L | 1.20000 15984.00| 1.40000 18648.00|
BITUMINOUS TACK COAT APPLIED | | |
0120 411.10 20.000 M3 | 40.00000 800.00| 210.00000 4200.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0130 603.16 10.000 M | 125.00000 1250.00| 121.00000 1210.00|
375 MM CULVERT PIPE OPTION I | | |
0140 603.179 2.000 M | 400.00000 800.00| 365.00000 730.00|
450 MM CULVERT PIPE OPTION III | | |
0150 603.199 10.000 M | 400.00000 4000.00| 265.00000 2650.00|
600 MM CULVERT PIPE OPTION III | | |
0160 603.209 11.000 M | 400.00000 4400.00| 330.00000 3630.00|
750 MM CULVERT PIPE OPTION III | | |
0170 604.161 22.000 EA | 500.00000 11000.00| 875.00000 19250.00|
ALTERING CATCH BASIN | | |
0180 604.182 2.000 EA | 100.00000 200.00| 375.00000 750.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0190 606.17 340.000 M | 38.00000 12920.00| 54.50000 18530.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0200 606.1722 4.000 EA | 1425.00000 5700.00| 1600.00000 6400.00|
BRIDGE TRANSITION - TYPE 2 | | |
0210 606.178 141.000 M | 20.00000 2820.00| 26.00000 3666.00|
GUARDRAIL BEAM | | |
0220 606.22 39.000 M | 50.00000 1950.00| 63.00000 2457.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0230 606.265 2.000 EA | 45.00000 90.00| 50.00000 100.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0240 606.35 24.000 EA | 32.00000 768.00| 40.00000 960.00|
GUARDRAIL DELINEATOR POST | | |
0250 606.361 700.000 M | 17.00000 11900.00| 22.75000 15925.00|
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0260 606.362 119.000 M | 12.00000 1428.00| 17.00000 2023.00|
GUARDRAIL ADJUSTED | | |
0270 606.364 255.000 M | 20.00000 5100.00| 24.00000 6120.00|
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0280 606.48 17.000 EA | 31.50000 535.50| 70.00000 1190.00|
SINGLE GALVANIZED STEEL POST | | |
0290 606.752 13.000 EA | 700.00000 9100.00| 1210.00000 15730.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
LETTING DATE : 03/05/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/05/03
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010615.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001576 |( )
|THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.76 13.000 EA | 1450.00000 18850.00| 1700.00000 22100.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0310 609.31 250.000 M | 12.00000 3000.00| 17.25000 4312.50|
CURB TYPE 3 | | |
0320 610.08 20.000 M3 | 50.00000 1000.00| 180.00000 3600.00|
PLAIN RIPRAP | | |
0330 610.18 20.000 M3 | 50.00000 1000.00| 105.00000 2100.00|
STONE DITCH PROTECTION | | |
0340 613.319 7320.000 M2 | 2.00000 14640.00| 1.90000 13908.00|
EROSION CONTROL BLANKET | | |
0350 618.1401 590.000 UN | 12.65000 7463.50| 14.40000 8496.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0360 619.1201 590.000 UN | 6.25000 3687.50| 7.10000 4189.00|
MULCH - PLAN QUANTITY | | |
0370 627.711 2063.000 M | 1.03000 2124.89| 1.20000 2475.60|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0380 627.75 110.000 M2 | 16.14000 1775.40| 18.35000 2018.50|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0390 627.76 LUMP| 3000.00000 3000.00| 14000.00000 14000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0400 629.05 30.000 HR | 25.00000 750.00| 32.00000 960.00|
HAND LABOR, STRAIGHT TIME | | |
0410 631.10 30.000 HR | 25.00000 750.00| 40.00000 1200.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0420 631.11 30.000 HR | 25.00000 750.00| 50.00000 1500.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0430 631.111 75.000 HR | 200.00000 15000.00| 142.00000 10650.00|
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0440 631.12 50.000 HR | 85.00000 4250.00| 126.00000 6300.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0450 631.14 40.000 HR | 85.00000 3400.00| 100.00000 4000.00|
GRADER (INCLUDING OPERATOR) | | |
0460 631.172 50.000 HR | 40.00000 2000.00| 58.00000 2900.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0470 631.18 30.000 HR | 25.00000 750.00| 34.00000 1020.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0480 631.32 20.000 HR | 125.00000 2500.00| 68.00000 1360.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 03/05/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/05/03
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 010615.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001576 |( )
|THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 639.19 1.000 EA | 5000.00000 5000.00| 5400.00000 5400.00|
FIELD OFFICE TYPE B | | |
0500 652.38 2100.000 HR | 14.00000 29400.00| 14.00000 29400.00|
FLAGGER | | |
0510 652.39 LUMP| 32000.00000 32000.00| 41000.00000 41000.00|
WORK ZONE TRAFFIC CONTROL | | |
0520 656.75 LUMP| 9500.00000 9500.00| 38500.00000 38500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0530 659.10 LUMP| 43000.00000 43000.00| 150000.00000 150000.00|
MOBILIZATION | | |
0540 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,248,274.79| $ 1,671,032.60| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,248,274.79| $ 1,671,032.60| $
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