SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP. 1 OF 1 P:\8417\ Bridge A\AT\Albany A.MDB 7/21/2014 7:32:31 AM REVISION NO COUNTY
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5 - UCTURE REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET - SEE SPECIAL PROVISIONS SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP T OF 8 QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET LS CLEARING AND GRUBBING (INCLUDES REMOVAL OF LOAD POSTING SIGNS, HAZARDOUS CLEARANCE MARKERS, AND DELIVERY OF SIGNS TO TOWNSHIP) CLASS 1 EXCAVATION CLASS 3 EXCAVATION NO TAB GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B) RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS) CLASS AA CEMENT CONCRETE TON TON FOREIGN BORROW EXCAVATION SELECTED BORROW EXCAVATION ROCK, CLASS R-8 MODIFIED GEOTEXTILE, CLASS 2, TYPE A SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 8-28, < 0.3 MILLION ESALS, 2.0 MM MIX, 4 1/2" DEPTH MODIFIED SUBBASE 6" DEPTH (NO. 2A) SUBBASE (NO. 2A) SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 8-28, < 0.3 MILLION ESALS, 9. MM MIX, 1 1/2" DEPTH, SRL-L MODIFIED BITUMINOUS TACK COAT LB LS LB CLASS A CEMENT CONCRETE SELECTED BORROW EXCAVATION, UCTURE BACKFILL REINFORCEMENT BARS, EPOXY COATED DOWEL HOLES, 18" DEPTH REMOVAL OF PORTION OF EXISTING BRIDGE PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE SUPERUCTURE) FABRICATED UCTURAL STEEL PLAIN NEOPRENE BEARING PAD LS LF LF LF TON MOBILIZATION TERMINAL SECTION, SINGLE ANCHOR TERMINAL, BACKSLOPE TYPE 2-S GUIDE RAIL TYPE 2-SC GUIDE RAIL TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSETS) SELECTED MATERIAL SURFACING MEMBRANE WATERPROOFING STEM INSTALLED ON OTHER SURFACES CONUCTION SURVEYING, TYPE D NO TAB NO TAB LF LS SHEAR CONNECTORS ADHESIVE ANCHORS, NO. 4 BAR CLASS AAA CEMENT CONCRETE, LIGHTWEIGHT PA UCTURE MOUNTED GUIDE RAIL BRIDGE BARRIER CONCRETE WASHOUT LS SEEDING AND SOIL SUPPLEMENTS - FORMULA D 2 1 LB LB SEEDING - FORMULA E MULCHING - AW 31 TON COMPOST FILTER SOCK, 12" DIAMETER LF SHEET 1 OF 1 P:\8417\ Bridge A\AT\Albany A.MDB 7/21/2014 7:32:31 AM
6 TABULATION OF QUANTITIES ROADWAY REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET 3-0 BRADFORD T-410 OF REMARKS SIDE STATIONS CLASS 1 EXCAVATION TON TON LF LF LF TON LB LB TON LF LS ITEM NUM UNIT FOREIGN BORROW EXCAVATION SELECTED BORROW EXCAVATION ROCK, CLASS R-8 MODIFIED GEOTEXTILE, CLASS 2, TYPE A SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 8-28, < 0.3 MILLION ESALS, 2.0 MM MIX, 4 1/2" DEPTH MODIFIED SUBBASE 6" DEPTH (NO. 2A) SUBBASE (NO. 2A) SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 8-28, < 0.3 MILLION ESALS, 9. MM MIX, 1 1/2" DEPTH, SRL-L MODIFIED BITUMINOUS TACK COAT TERMINAL SECTION, SINGLE ANCHOR TERMINAL, BACKSLOPE TYPE 2-S GUIDE RAIL TYPE 2-SC GUIDE RAIL TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSETS) SELECTED MATERIAL SURFACING SEEDING AND SOIL SUPPLEMENTS - FORMULA D SEEDING - FORMULA E MULCHING - AW COMPOST FILTER SOCK, 12" DIAMETER GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B) RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS) CONCRETE WASHOUT UNSUITABLE MATERIAL (FOR INFORMATION ONLY) EMBANKMENT (FOR INFORMATION ONLY) ENTIRE PROJECT SHOP FORM 1 10' RADIUS 1 DELINEATOR RADIUS SECTION, PLACE 37.' (-) TANGENT SECTIONS LT LT & RT TO TO BL TO SHOP FORM 1 10' RADIUS BL RT TO TO BL SHOP FORM 1. 2' RADIUS LT TO TO BL TO SHOP FORM 1 10' RADIUS RT RT TO TO BL TO TOTALS SHEET 1 OF 1 P:\8417\ Bridge A\AT\Albany A.MDB 7/21/2014 7:31:7 AM
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25 - UCTURE REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET - SEE SPECIAL PROVISIONS SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP T OF 7 QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET LS CLEARING AND GRUBBING (INCLUDES REMOVAL OF LOAD POSTING SIGNS, HAZARDOUS CLEARANCE MARKERS, AND DELIVERY OF SIGNS TO TOWNSHIP) CLASS 1 EXCAVATION SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1 NO TAB LF PUMPED WATER FILTER BAG COMPOST FILTER SOCK, 12" DIAMETER GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B) TON TON LS LF LF LF TON LS SELECTED BORROW EXCAVATION ROCK, CLASS R-6 MODIFIED GEOTEXTILE, CLASS 2, TYPE A GEOTEXTILE, CLASS 4, TYPE A FLOWABLE BACKFILL, TYPE C MODIFIED SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 8-28, < 0.3 MILLION ESALS, 2.0 MM MIX, 4 1/2" DEPTH MODIFIED SUBBASE 6" DEPTH (NO. 2A) SUBBASE (NO. 2A) SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 8-28, < 0.3 MILLION ESALS, 9. MM MIX, 1 1/2" DEPTH, SRL-L BITUMINOUS TACK COAT MOBILIZATION TERMINAL SECTION, SINGLE TYPE 2-S GUIDE RAIL TYPE 2-SC GUIDE RAIL TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSET BLOCKS) SELECTED MATERIAL SURFACING MEMBRANE WATERPROOFING STEM INSTALLED ON OTHER SURFACES CONUCTION SURVEYING, TYPE D SEEDING AND SOIL SUPPLEMENTS - FORMULA B NO TAB NO TAB LB LS LB LS LS LS LS LF LS RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS) CLASS AA CEMENT CONCRETE CLASS A CEMENT CONCRETE REINFORCEMENT BARS, EPOXY COATED DOWEL HOLES, 10" DEPTH REMOVAL OF PORTION OF EXISTING BRIDGE PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE SUPERUCTURE) FABRICATED UCTURAL STEEL PLAIN NEOPRENE BEARING PAD SHEAR CONNECTORS GRS-IBS SUBUCTURE DE-ENGERGIZING OF OVERHEAD POWER LINES EAM DIVERSION STEM CONCRETE WINGWALL REPAIR CLASS AAA CEMENT CONCRETE, LIGHTWEIGHT PA UCTURE MOUNTED GUIDE RAIL BRIDGE BARRIER CONCRETE WASHOUT 1 1 LB LB SEEDING AND SOIL SUPPLEMENTS - FORMULA D SEEDING - FORMULA E 1 LB MULCHING - AW TON SHEET 1 OF 1 P:\8417\ Bridge B\AT\Albany B.MDB 7/21/2014 7:0:14 AM
26 TABULATION OF QUANTITIES ROADWAY REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET 3-0 BRADFORD T-377 OF REMARKS SIDE STATIONS CLASS 1 EXCAVATION TON TON LF LF LF TON LB LB LB TON LF LS ITEM NUM UNIT SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1 SELECTED BORROW EXCAVATION ROCK, CLASS R-6 MODIFIED GEOTEXTILE, CLASS 2, TYPE A GEOTEXTILE, CLASS 4, TYPE A FLOWABLE BACKFILL, TYPE C MODIFIED SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 8-28, < 0.3 MILLION ESALS, 2.0 MM MIX, 4 1/2" DEPTH MODIFIED SUBBASE 6" DEPTH (NO. 2A) SUBBASE (NO. 2A) SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 8-28, < 0.3 MILLION ESALS, 9. MM MIX, 1 1/2" DEPTH, SRL-L BITUMINOUS TACK COAT TERMINAL SECTION, SINGLE TYPE 2-S GUIDE RAIL TYPE 2-SC GUIDE RAIL TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSET BLOCKS) SELECTED MATERIAL SURFACING SEEDING AND SOIL SUPPLEMENTS - FORMULA B SEEDING AND SOIL SUPPLEMENTS - FORMULA D SEEDING - FORMULA E MULCHING - AW PUMPED WATER FILTER BAG COMPOST FILTER SOCK, 12" DIAMETER GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B) RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS) CONCRETE WASHOUT UNSUITABLE MATERIAL (FOR INFORMATION ONLY) EMBANKMENT (FOR INFORMATION ONLY) ENTIRE PROJECT BL TO SHOP FORM 1 20' RADIUS 1 DELINEATOR RADIUS SECTION, PLACE 37.' (-) SHOP FORM 1 20' RADIUS REMOVE TEMPORARY ACCESS ROAD (AS DIRECTED) TEMPORARY ACCESS ROAD (AS DIRECTED) BL RT LT TO TO TO TO TO TO NEAR ROCK PROTECTION FAR ROCK PROTECTION MAINLINE SHOP FORM 1 20' RADIUS FAR LEFT GUIDE RAIL - SHOP FORM 2. 90' RADIUS AND 1 20' RADIUS PAVED DRIVE BL BL RT LT RT TO TO TO TO TO TO BL TO TOTALS SHEET 1 OF 1 P:\8417\ Bridge B\AT\Albany B.MDB 7/21/2014 7:42:42 AM
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Maine Turnpike Authority
Company Name Total Bid Amount R J Grondin & Sons - Gorham, ME $1,436,720.00 Shaw Brothers Construction, Inc. - Gorham, ME $1,476,398.83 Pratt & Sons, Inc. - Minot, ME $1,733,615.00 Page 1 of 13 R J Grondin
Maine Turnpike Authority
Company Name Total Bid Amount Shaw Brothers Construction, Inc. - Gorham, ME $659,771.50 R J Grondin & Sons - Gorham, ME $690,828.50 Gendron & Gendron - Lewiston, ME $753,187.00 Gordon Contracting - Sangerville,
ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/14/13 PAGE : VENDOR RANKING
PAGE : 001-1 VENDOR RANKING CONTRACT TIME : 09/01/13 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I059(370) for constructing the Ramp Widening and Auxiliary Lane (Grade, Drain, Base, Pave and
Maine Turnpike Authority
Company Name Total Bid Amount Liddell Brothers, Inc. - Halifax, MA $1,590,213.00 Northeast Traffic Control Services, Inc. - Plymouth, MA $1,932,117.00 Page 1 of 5 Liddell Brothers, Inc. Halifax, MA 202.2061
Maine Turnpike Authority
Interchange 44 Barrier Toll Plaza Open Road Tolling Conversion Mile 44.3 201.11 CLEARING 3.50 AC 202.071 REMOVING ASBESTOS CONTAINING MATERIALS, TOLL BOOTH LAB TOPS 1.00 LS 202.081 REMOVING EXISTING BUILDING
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 02/27/06 PAGE : 1 TABULATION OF BIDS
PAGE : 1 NUMBER OF DAYS: 63 BRIDGE COUNT : 9 CONTRACT DESCRIPTION : BITUMINOUS OVERLAY & BRIDGE APPROACH PANEL REPLACEMENT CONTRACT LOCATION: LOCATED ON TH 90 FROM 0.8 MILE WEST OF THE BLUE EARTH RIVER
MUNICIPALITY OF MONROEVILLE
MUNICIPALITY OF MONROEVILLE An Equal Opportunity Employer N O T I C E T O B I D D E R S PROPOSAL FOR BITUMINOUS PAVING MATERIALS DATE: FIRM NAME: AUTHORIZED AGENT (print) AUTHORIZED AGENT (signature) ADDRESS:
CT Consultants, Inc.
Cost 1 202 AHRESTY DRIVE REMOVAL 1 LS 2 202 EXISTING SILO DEMOLISHED AND REMOVED, AS PER PLAN 1 LS 3 203 EXCAVATION (NOT INCLUDING UNDERCUT) 2,372 CY 4 203 EMBANKMENT 3,306 CY 5 204 PROOF ROLLING 10 HRS
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 180573 PID 93496 FRA-IR 71-01.53 Federal Type: BRIDGE REPLACEMENT (2 BRIDGES) Letting Date: 12/20/2018 Completion
Macomb County Department of Roads Bid Comparison
Macomb County Department of Roads Bid Comparison Contract ID: 1643 Description: M-53 Freeway to 33 Mile Road Connector to the proposed 33 Mile Road & McKay Road Roundabout Location: Projects(s): M-53 &
Maine Turnpike Authority
Company Name Total Bid Amount CPM Constructors - Freeport, ME $1,309,765.25 Scott Construction Corporation - Portland, ME $1,528,840.00 Wyman & Simpson Inc. - Richmond, ME $1,674,845.00 Page 1 of 10 CPM
MoDOT 2016 UNIT BID PRICES Northwest District
MoDOT 2016 UNIT BID PRICES Northwest District 2013000 CLEARING AND GRUBBING ACRE 7.95 20 1926.49132 20000 1 159 2022010 REMOVAL OF IMPROVEMENTS L.S. 1.00 56 24479.13304 201719 750 56 2024043 REMOVAL OF
Maine Turnpike Authority
Company Name Total Bid Amount Sargent Corporation - Stillwater, ME $29,888,765.79 Reed & Reed, Inc. - Woolwich, ME $34,900,974.90 Page 1 of 25 Sargent Corporation Stillwater, ME 201.11 CLEARING AC 4.00
McCRORY & WILIJAMS, INC. PROJECT NO. MCR-2008-OO1
McCRORY & WILIJAMS, INC. THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillingor Road PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John
Kansas Department of Transportation DISTRICT 2. Project(s): Min: Max:
Page 1 of 23 518122 SECTION: 01 COMMON ITEMS 1 020100 CONTRACTOR CONSTRUCTION STAKING 2 025602 FIELD OFFICE AND LABORATORY (TYPE C) 3 025323 MOBILIZATION 4 070626 MOBILIZATION (DBE) 5 020001 MAINTENANCE
2015 PAVEMENT MAINTENANCE SECTION 15-PVMTC-05-GM
ADDENDUM NO. 1 March 17, 2015 2015 PAVEMENT MAINTENANCE SECTION 15-PVMTC-05-GM SCHEDULE OF PRICES (BLR 12000a) Replace the schedule of prices with the attached pages. SUMMARY OF QUANTITIES Replace the
Maine Turnpike Authority
York Toll Plaza Mile 8.8 201.11 Clearing 17.00 AC 202.15 Removing Existing Manhole or Catch Basin 22.00 EA 202.151 Abandoning Existing Manhole or Catch Basin 10.00 EA 202.16 Removing Existing Pipe 575.00
McCRORY & WILLIAMS, INC. HILLCREST ROAD CONNECTOR MCR ROADWAY ITEMS
BID TABULATION Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. QTY DESCRIPTION DOLLARSjCTS
Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14
Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14 Hardesty & Hanover, LLC Alternative 1 Bogie Support System Alternative Based on AW Sketch of New Bridge Component
Project # & Name: # CDBG - Pugh Street Streetscape - East College Ave to East Beaver Ave & East Beaver Ave/Locust Lane Improvements
Bid Opening Date: May 6, 2014 Time: 11:00 a.m. Surety NCA Surety NCA Yes Yes Yes Yes Total Amount Bid: $1,358,851.00 Total Amount Bid: $1,386,098.72 Item Nos. Approx. Quantities Unit Item & Unit Prices
(1 ) Active Construction Inc River Road East Tacoma, WA AMOUNT , , ,
78th Avenue Eastl184th Street EastlCRP 5661 I hereby certify this to be a true copy of the tabulation of the bids as received and opened. BID OPENING: FRIDAY, March 3, 2017 County Engine (1 ) Active Construction
Project Book Worksheet for Cost Estimation
001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 05/01/00 PAGE : 1 TABULATION OF BIDS
PAGE : 1 CONTRACT DESCRIPTION : MILL & OVERLAY, GRADING, BIT SURFACING, BR NO 02038 ETC CONTRACT LOCATION: LOCATED ON TH 47 FROM 153RD AVE NW IN RAMSEY TO 180TH LANE NW AND AT FORD BROOK IN BURNS TOWNSHIP
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director Project No. 100281 PID 77255 LUC-IR-475-14.18 Federal Type: MAJOR RECONSTRUCTION Letting Date: 6/3/2010 Completion
HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.
PROJECT NAME: Anamosa Street Reconstruction - Midway Street to Miiwuakee Street PROJECT NUMBER: PROJECT NO. 07-1473 / CIP NO. 50559 LET DATE: April 11, 2017 LOW BID AMOUNT: $3,941,397.20 ENGINEER'S ESTIMATE
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/15/17 Comp. Dt: 08/04/17. Contract Time: Min: Max:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 1401-171 Contract ID: Contract Description: Contract Location: Recommendation: 170002 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
Items Unit Quantity Unit Price Total Unit Price Total
Engineer's Plote Construction, Inc. Estimate 1100 Brandt Drive Hoffman Estates, IL 60192 s Unit Quantity 1 SUPPLEMENTAL WATERING UNIT 4 $100.00 400.00 $40.00 160.00 2 TOP SOIL FURNISH AND PLACE, 6 INCH
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/08/17 Comp. Dt:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 4308-34 Contract ID: Contract Description: Contract Location: Recommendation: 170004 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
BID TALLY AND ATTENDANCE SHEET BID #B BID TITLE: Replacement of Bridge No. LR over the Larimer and Weld Canal
VENDOR BID TALLY AND ATTENDANCE SHEET BID #B15-21 BID TITLE: Replacement of Bridge LR50-0.2-17 over the Larimer and Weld Canal Addendum #1 Acknowled ged DATE: October 22, 2015 TIME: 2:00 p.m. DEPARTMENT:
BARRETT ROAD (C.R. 178) ROADWAY RESURFACING FROM LEWIS ROAD TO SPAFFORD ROAD IN OLMSTED TOWNSHIP, OHIO ITEMIZED UNIT PRICE BID ROADWAY
IZED PRICE BID DESCRIPTION PRICE BID ROADWAY 1 201 11000 CLEARING AND GRUBBING 1 - - LUMP 2 202 23000 PAVEMENT REMOVED NR SQ YD 20 3 202 35100 PIPE REMOVED, 24" AND UNDER NR FT 134 4 202 58000 MANHOLE
NOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 1/02/2018
TIFICATION OF ADDENDUM ADDENDUM. 1 DATED 1/02/2018 Control 0483-02-021 Project STP 2018(077) Highway SH 72 County MCMULLEN Ladies/Gentlemen: Attached please find an addendum on the above captioned project.
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 110146 PID 82278 HAM-IR-75-5.58 Federal Type: INTERCHANGE Letting Date: 5/5/2011 Completion Date: 7/31/2014 Contract
2017 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR ENGLISH (10)
106.05100 FIELD LABORATORY EA 33 33.00 $12,605.17 201.03201 CLEARING AND GRUBBING ACRE 2 76.00 $1,269.74 201.03206 CLEARING TREES 6 in EA 1 53.00 $122.27 201.03210 CLEARING TREES 10 in EA 3 66.00 $227.33
RE: S.P (T.H. 210) in Crow Wing County Located on T.H. 210 from Brainerd (R.P ) to Ironton (R.P )
District 3 Administration 7964 Industrial Park Road Baxter, MN 56425 Memo To: Dan Anderson Transportation District Engineer From: Scott Zeidler Senior Engineering Specialist Date: December 11, 2017 RE:
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 9 EA 202-00019 Removal of Inlet 8 EA 202-00034 Removal of Pipe (6 Inch) 196 LF 202-00035 Removal of Pipe (18 Inch) 10 LF 202-00036 Removal
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 170607 PID 85146 CUY-SR 21-10.04L Federal Type: BRIDGE REPLACEMENT (1 BRIDGE) Letting Date: 12/14/2017 Completion
DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/10 AND 12/31/10 BY ITEM GROUP 211 CONTRACTS - AWARDED TOTAL: $649,895,273
AVERAGE BID PRICES FOR AWARDED PROJECTS 06:54 Friday, February 18, 2011 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 9 $276 $30,713.33 9 2011.601/00010 VIBRATION MONITORING LS 2 $73 $36,700.00 2 2011
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
2015 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2015 ENGLISH
Page 1 2015 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2015 ENGLISH ITEM ITEM DESCRIPTION UNITS N TOTAL QUANTITY AVERAGE PRICE 106.05100 FIELD LABORATORY
Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director
Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director Project No. 080598 PID 21272 CUY-SR-237-4.93 - PART I (FRONT STREET); CUY-237-4.55 - P Federal Type: RAILROAD
2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH
Page 1 2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH ITEM ITEM DESCRIPTION UNITS N TOTAL QUANTITY AVERAGE PRICE 106.05100 FIELD LABORATORY
Steese Rd - Curb & Sidewalk Improvement
REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 140123 PID 82645 LOR- SR 0057 19.42 Federal Type: INTERCHANGE Letting Date: 4/17/2014 Completion Date: 7/15/2016
Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
BID TABS PROJECT 18-1029 22 nd AVENUE RECONSTRUCTION BID DATE: MAY 9, 2018 Stark Pavement Corp. Lalonde Contractors Cornerstone Pavers LLC Brookfield, WI Waukesha, WI Racine, WI Item Number Roadway Quantity
Franklin County Engineer's Office - Highway Design ALKIRE RD & DEMOREST RD ROUNDABOUT CR NO. 11 & CR NO. 25 Bid Tabulation
7/07/2015 Page 1 of 20 Strawser Paving Co., Inc. Shelly & Sands, Inc. Double Z Construction Co Columbus Asphalt Paving, Inc. 1595 Frank Road P.O.Box 2469 2550 Harrison Road 1196 Technology Dr Columbus,
ADDENDUM #2 WATERSHED IMPROVEMENTS ON AN ANNUAL CONTRACT RP031-18
November 29, 2018 ADDENDUM 2 WATERSHED IMPROVEMENTS ON AN ANNUAL CONTRACT RP031-18 Q1. Do contractors not need to be on the Watershed Improvements Pre-Qualifications List to submit on the RP031-18 Watershed
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. District(s): 8 30=047 Start Dt: 05/01/17 Comp. Dt:
Letting: 17030200 Letting Dt: March 02, 2017 9:30 A.M. State Proj.: 5101-14 Contract ID: Contract Description: Contract Location: Recommendation: 170020 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
Page 1 of KA
Page 1 of 10 5 Contact the Area Engineer at 620-384-7821 for RAP sample location. Page 2 of 10 SS-1HP or approved alternate shall be used for Tack. Page 3 of 10 Ú City limit or Urban boundary No Centerline
Federal Project No.: STP-5A27(380), STP-5A27(381)
Order : M42 Schedule of Items Page: 2 Oversight/State Project : (NFO)0649-020-136,C502, C503 Federal Project : STP-5A27(380), STP-5A27(381) 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING
Riverside County Transportation Department Summary of Bids
1 COUNTY'S ESTIMATE R-JS General Construction Riverside, CA 92509 ITEM NO. ITEM CODE CONTRACT ITEM UNITS QUANTITY UNIT PRICE ENG ESTIMATE BID UNIT PRICE BID ESTIMATE 1 066102 DUST ABATEMENT LS 1 3,000.00
6 Hour Backhoe Loader (CAT 415F2/ 415F2 IL, 416F/ 416F2, 420F/420F IT, 420F2/ 420F2 IT, 430F/430F IT, 430F2/ 430F2 IT, 450F or Equiva $32.
PROJECT 2506; 2017 ANNUAL REPAIR CONTRACT; J.C. DILLON, INC., CONTRACTED SCHEDULE OF ITEMS, QUANTITIES AND COSTS 1 Hour Lowboy Including Both Permits and Paid Driver $75.00 2 Hour Single Axle Dump Truck
DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/04 AND 12/31/04 BY ITEM GROUP 201 CONTRACTS - AWARDED TOTAL: $340,971,276
AVERAGE BID PRICES FOR AWARDED PROJECTS 14:37 Wednesday, February 2, 2005 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 17 $920 $54,140.65 17 2011.601/00040 DESIGN LS 1 $4 $3,500.00 1 2011 $924 2013
The Tulalip Tribes of Washington
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