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LETTING DATNH-9051(00)E MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : LIMESTONE TABULATION OF BIDS
CASWELL PLT
PRESQUE ISLE CONTRACT ID : 009050.00
CARIBOU =========
COMPLETION DATE : 07/15/01
PROJECT(S): STP-9050(00)X COUNTIE(S) : AROOSTOOK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : LEVEL 2 RESURFACING ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 THE LANE CONSTRUCTION CORP. $ 1,510,448.50 100.0000%
====================================================================================================================================
|( 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 HIGHWAY ITEMS
| | |
0010 202.202 4900.000 M2 | 1.95000 9555.00| |
REMOVING PAVEMENT SURFACE | | |
0020 202.203 1790.000 M2 | 9.00000 16110.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.20 900.000 M3 | 14.00000 12600.00| |
COMMON EXCAVATION | | |
0040 203.202 9528.000 M | 7.00000 66696.00| |
INSLOPE EXCAVATION | | |
0050 203.2025 1720.000 M | 7.00000 12040.00| |
INSLOPE EXCAVATION - GUARDRAIL | | |
0060 203.203 13950.000 M | 8.00000 111600.00| |
DITCH EXCAVATION | | |
0070 204.41 11574.000 M2 | 4.25000 49189.50| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 304.10 930.000 M3 | 18.00000 16740.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 304.103 310.000 M3 | 18.00000 5580.00| |
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 403.209 230.000 MG | 90.00000 20700.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 11010.000 MG | 39.90000 439299.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : LIMESTONE TABULATION OF BIDS
CASWELL PLT
PRESQUE ISLE CONTRACT ID : 009050.00
CARIBOU =========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.211 8440.000 MG | 39.90000 336756.00| |
HOT MIX ASPHALT (SHIM) | | |
0130 403.213 820.000 MG | 42.00000 34440.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0140 409.15 11750.000 L | 1.30000 15275.00| |
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 360.000 M3 | 26.00000 9360.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 411.12 35.000 MG | 40.00000 1400.00| |
CRUSHED STONE SURFACE | | |
0170 603.17 10.970 M | 100.00000 1097.00| |
450 MM CULVERT PIPE OPTION I | | |
0180 603.179 31.700 M | 140.00000 4438.00| |
450 MM CULVERT PIPE OPTION III | | |
0190 603.19 33.520 M | 140.00000 4692.80| |
600 MM CULVERT PIPE OPTION I | | |
0200 603.21 21.940 M | 160.00000 3510.40| |
900 MM CULVERT PIPE OPTION I | | |
0210 603.7315 12.000 M | 80.00000 960.00| |
REMOVE & RELAY 375 MM METAL PIPE | | |
0220 604.18 5.000 EA | 350.00000 1750.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0230 605.09 115.000 M | 60.00000 6900.00| |
150 MM UNDERDRAIN TYPE B | | |
0240 606.178 110.490 M | 20.00000 2209.80| |
GUARDRAIL BEAM | | |
0250 606.35 18.000 EA | 35.00000 630.00| |
GUARDRAIL DELINEATOR POST | | |
0260 606.362 27.000 M | 6.00000 162.00| |
GUARDRAIL ADJUSTED | | |
0270 606.367 10.000 EA | 40.00000 400.00| |
REPLACE UNUSABLE EXISTING GUARDRAIL | | |
POSTS | | |
0280 606.79 4.000 EA | 2000.00000 8000.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0290 609.31 351.000 M | 16.00000 5616.00| |
CURB TYPE 3 | | |
0300 610.08 10.000 M3 | 50.00000 500.00| |
PLAIN RIPRAP | | |
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : LIMESTONE TABULATION OF BIDS
CASWELL PLT
PRESQUE ISLE CONTRACT ID : 009050.00
CARIBOU =========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 610.18 45.000 M3 | 50.00000 2250.00| |
STONE DITCH PROTECTION | | |
0320 613.319 16980.000 M2 | 1.90000 32262.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0330 615.07 335.000 M3 | 20.00000 6700.00| |
LOAM | | |
0340 618.1401 1210.000 UN | 16.00000 19360.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0350 619.1201 1210.000 UN | 10.00000 12100.00| |
MULCH - PLAN QUANTITY | | |
0360 620.54 994.000 M2 | 2.50000 2485.00| |
STABILIZATION GEOTEXTILE | | |
0370 620.58 160.000 M2 | 2.50000 400.00| |
EROSION CONTROL GEOTEXTILE | | |
0380 627.76 LUMP| 6000.00000 6000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0390 629.05 30.000 MH | 25.00000 750.00| |
HAND LABOR, STRAIGHT TIME | | |
0400 631.10 30.000 HR | 25.00000 750.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0410 631.11 30.000 HR | 25.00000 750.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0420 631.12 30.000 HR | 90.00000 2700.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0430 631.14 10.000 HR | 90.00000 900.00| |
GRADER (INCLUDING OPERATOR) | | |
0440 631.172 30.000 HR | 40.00000 1200.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0450 631.32 139.000 HR | 110.00000 15290.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0460 639.19 1.000 EA | 5800.00000 5800.00| |
FIELD OFFICE TYPE B | | |
0470 652.31 30.000 EA | 30.00000 900.00| |
TYPE I BARRICADE | | |
0480 652.33 52.000 EA | 30.00000 1560.00| |
DRUM | | |
0490 652.34 100.000 EA | 18.00000 1800.00| |
CONE | | |
0500 652.35 124.000 M2 | 85.00000 10540.00| |
CONSTRUCTION SIGNS | | |
LETTING DATE : 04/25/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : LIMESTONE TABULATION OF BIDS
CASWELL PLT
PRESQUE ISLE CONTRACT ID : 009050.00
CARIBOU =========
====================================================================================================================================
|( 1 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 652.36 98.000 CD | 120.00000 11760.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0520 652.38 3720.000 MH | 16.00000 59520.00| |
FLAGGER | | |
0530 653.22 41.000 M2 | 15.00000 615.00| |
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0540 656.75 LUMP| 25000.00000 25000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0550 659.10 LUMP| 88000.00000 88000.00| |
MOBILIZATION | | |
0560 627.711 3000.000 M | 0.50000 1500.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0570 627.75 30.000 M2 | 45.00000 1350.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
SECTION TOTALS | $ 1,510,448.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,510,448.50| $ | $
====================================================================================================================================