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LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010562.00 COMPLETION DATE : 09/13/02
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PROJECT(S): STP-1056(200)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1056(300)X
STP-1056(400)X 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
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1 000022 THE LANE CONSTRUCTION CORP. $ 1,480,031.75 100.0000%
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|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 CATEGORY NUMBER 0001
| | |
0010 201.23 1.000 EA | 1000.00000 1000.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 500.00000 500.00| |
REMOVING STUMP | | |
0030 202.202 3060.000 M2 | 3.25000 9945.00| |
REMOVING PAVEMENT SURFACE | | |
0040 202.203 1440.000 M2 | 14.00000 20160.00| |
PAVEMENT BUTT JOINTS | | |
0050 203.202 7100.000 M | 9.00000 63900.00| |
INSLOPE EXCAVATION | | |
0060 203.2025 429.000 M | 9.00000 3861.00| |
INSLOPE EXCAVATION - GUARDRAIL | | |
0070 203.2026 314.000 M | 9.00000 2826.00| |
INSLOPE EXCAVATION, GUARDRAIL, PLAN | | |
QUANTITY | | |
0080 203.203 6895.000 M | 9.00000 62055.00| |
DITCH EXCAVATION | | |
0090 203.204 290.000 M | 20.00000 5800.00| |
NEW DITCH EXCAVATION | | |
0100 204.41 25550.000 M2 | 4.25000 108587.50| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0110 304.103 13.000 M3 | 30.00000 390.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010562.00
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====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.207 950.000 MG | 42.00000 39900.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.209 560.000 MG | 125.00000 70000.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 10110.000 MG | 40.80000 412488.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 403.211 6080.000 MG | 40.80000 248064.00| |
HOT MIX ASPHALT (SHIM) | | |
0160 409.15 7750.000 L | 1.30000 10075.00| |
BITUMINOUS TACK COAT APPLIED | | |
0170 411.10 150.000 M3 | 30.00000 4500.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0180 411.12 40.000 MG | 42.00000 1680.00| |
CRUSHED STONE SURFACE | | |
0190 603.16 108.490 M | 85.00000 9221.65| |
375 MM CULVERT PIPE OPTION I | | |
0200 603.17 43.880 M | 100.00000 4388.00| |
450 MM CULVERT PIPE OPTION I | | |
0210 603.199 56.680 M | 150.00000 8502.00| |
600 MM CULVERT PIPE OPTION III | | |
0220 603.209 37.800 M | 175.00000 6615.00| |
750 MM CULVERT PIPE OPTION III | | |
0230 603.21 12.400 M | 175.00000 2170.00| |
900 MM CULVERT PIPE OPTION I | | |
0240 603.229 50.000 M | 250.00000 12500.00| |
1050 MM CULVERT PIPE OPTION III | | |
0250 603.7318 7.400 M | 110.00000 814.00| |
REMOVE & RELAY 450 MM METAL PIPE | | |
0260 603.7324 14.100 M | 110.00000 1551.00| |
REMOVE AND RELAY 600 MM METAL PIPE | | |
0270 603.7342 12.200 M | 150.00000 1830.00| |
REMOVE AND RELAY 1050 MM METAL PIPE | | |
0280 603.7424 9.800 M | 200.00000 1960.00| |
REMOVE AND RELAY 600 MM CONCRETE PIPE | | |
0290 603.7472 4.900 M | 320.00000 1568.00| |
REMOVE & RELAY 1800 MM CONCRETE PIPE | | |
0300 604.18 3.000 EA | 320.00000 960.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010562.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.17 407.670 M | 30.00000 12230.10| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0320 606.178 156.210 M | 15.00000 2343.15| |
GUARDRAIL BEAM | | |
0330 606.21 30.480 M | 36.00000 1097.28| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0340 606.265 3.000 EA | 30.00000 90.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 24.000 EA | 22.00000 528.00| |
GUARDRAIL DELINEATOR POST | | |
0360 606.357 312.420 M | 12.00000 3749.04| |
GUARDRAIL, MODIFY, TYPE 3B | | |
0370 606.362 7.620 M | 16.50000 125.73| |
GUARDRAIL ADJUSTED | | |
0380 606.367 31.000 EA | 35.00000 1085.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0390 606.752 3.000 EA | 1000.00000 3000.00| |
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0400 606.76 4.000 EA | 1200.00000 4800.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0410 609.237 3.000 EA | 250.00000 750.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0420 609.31 230.000 M | 16.00000 3680.00| |
CURB TYPE 3 | | |
0430 609.40 119.000 M | 70.00000 8330.00| |
RESET CURB TYPE 5 | | |
0440 610.08 40.000 M3 | 50.00000 2000.00| |
PLAIN RIPRAP | | |
0450 610.18 570.000 M3 | 35.00000 19950.00| |
STONE DITCH PROTECTION | | |
0460 613.319 8616.000 M2 | 2.20000 18955.20| |
EROSION CONTROL BLANKET | | |
0470 615.07 370.000 M3 | 25.00000 9250.00| |
LOAM | | |
0480 618.1301 68.000 UN | 22.00000 1496.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0490 618.1401 562.000 UN | 11.05000 6210.10| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010562.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 618.141 6.000 UN | 50.00000 300.00| |
SEEDING METHOD NUMBER 3 | | |
0510 619.1201 666.000 UN | 8.50000 5661.00| |
MULCH - PLAN QUANTITY | | |
0520 620.58 2630.000 M2 | 3.00000 7890.00| |
EROSION CONTROL GEOTEXTILE | | |
0530 627.75 81.000 M2 | 30.00000 2430.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0540 627.76 LUMP| 4000.00000 4000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0550 629.05 25.000 MH | 25.00000 625.00| |
HAND LABOR, STRAIGHT TIME | | |
0560 631.10 20.000 HR | 25.00000 500.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0570 631.11 10.000 HR | 25.00000 250.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0580 631.12 25.000 HR | 90.00000 2250.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0590 631.172 25.000 HR | 45.00000 1125.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0600 631.18 10.000 HR | 30.00000 300.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0610 631.32 114.000 HR | 120.00000 13680.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0620 639.19 1.000 EA | 4500.00000 4500.00| |
FIELD OFFICE TYPE B | | |
0630 643.86 6.000 EA | 2000.00000 12000.00| |
TRAFFIC SIGNAL LOOP DETECTORS | | |
0640 652.31 26.000 EA | 30.00000 780.00| |
TYPE I BARRICADE | | |
0650 652.311 20.000 EA | 30.00000 600.00| |
TYPE II BARRICADE | | |
0660 652.33 41.000 EA | 40.00000 1640.00| |
DRUM | | |
0670 652.34 100.000 EA | 20.00000 2000.00| |
CONE | | |
0680 652.35 189.000 M2 | 90.00000 17010.00| |
CONSTRUCTION SIGNS | | |
LETTING DATE : 01/16/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 010562.00
=========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 652.36 95.000 CD | 150.00000 14250.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0700 652.38 2010.000 MH | 16.00000 32160.00| |
FLAGGER | | |
0710 656.75 LUMP| 35000.00000 35000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0720 658.20 180.000 M2 | 20.00000 3600.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0730 659.10 LUMP| 100000.00000 100000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,480,031.75| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,480,031.75| $ | $
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