ADDENDUM #1. The following sheets have been revised and are being reissued as part of this addendum:
|
|
|
- Neal Foster
- 6 years ago
- Views:
Transcription
1 ADDENDUM #1 AIRFIELD IMPROVEMENTS EXTEND, MARK, AND LIGHT RUNWAY 6-24 AND TAXIWAY ALPHA REHABILITATE RUNWAY 6-24 at the LAKE WALES MUNICIPAL AIRPORT FAA AIP NO: TBD FDOT FM NO: TBD BID NO: /11/16 The attention of all bidders submitting proposals for the above referenced project is called to the following additions, deletions, or clarifications to the contract documents. The items set forth herein, whether of clarification, omission, addition, deletion, or substitution are to be included in and shall form a part of the proposal submitted. BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THE ADDENDUM BY WRITING THE WORDS "ADDENDUM #1" (WITH THE APPROPRIATE DATE OF ISSUANCE) ON THE LINE PROVIDED ON THE BID FORM (PAGE BF-3) OF THE CONTRACT DOCUMENTS. ADDENDUM #1, ITEM #1: CONSTRUCTION PLANS The following sheets have been revised and are being reissued as part of this addendum: Sheet 13 Sheet 40 Sheet 41 Sheet 45 Typical Pavement Sections and Details Lighting and Sign Plan Power Feed for Proposed PAPI PAPI Details ADDENDUM #1, ITEM #2: BID SCHEDULE The following quantity changes are being made to Bid Schedule A: L ,410 LF No. 8, 5000 V., L-824 Type 'C' Conductor in Conduit or Duct L ,860 LF Trench in Unpaved Area, 24" Deep, for Conduit L ,560 LF 2" PVC Sch. 40 Conduit, In Trench The following changes are being made to Bid Schedule B: P b 7,905 TON 3" Bituminous Asphalt Concrete Surface ADDENDUM #1, ITEM #3: MILLING The Milling depth has been changed from ½ inch to 1 inch for Bid Schedule B. ADDENDUM #1, ITEM #4: BITUMINOUS ASPHALT SURFACE COURSE The Bituminous Asphalt Concrete Surface course thickness has been changed from 2 inches to 3 inches for Bid Schedule B. ADDENDUM#1.doc 1
2 ADDENDUM #1, ITEM #5: ASPHALT PAVEMENT It is required that the final lift of asphalt for Bid Schedule A and Bid Schedule B be placed in one continuous paving operation. ADDENDUM #1, ITEM #6: QUESTIONS AND RESPONSES Question 1: Drawing 7 contains a note that says muck is to be disposed of offsite. Drawing A8 note 2. says it can be used for fill outside the RW and TW safety areas. Which is correct? Response 1: Note on Sheet 15, Drawing A8 is correct. Please disregard the note on Sheet 7. Question 2: Will there be a source of water at the Airport we can use and make some kind of arrangement to pay for Response 2: Yes, there is a water hydrant on Airport Road. The contractor can obtain a hydrant meter from the City. Question 3: Will the test strip for the Runway Extension be the only test strip required or will a test strip be required for Alpha Taxiway and another test strip for Runway Rehabilitation? Response 3: One test strip will be required for Bid Schedule A asphalt pavement, and one test will be required for Bid Schedule B asphalt pavement. Question 4: I want to make sure that the Owner will be responsible for the testing and the Contractor will only be paying for test failures (retesting). Response 4: The Owner will pay for Quality Assurance (QA) testing, as required by the technical specifications. The contractor shall be responsible for paying for the cost of any failing QA tests. Refer to Note 1 on Sheet 4 for more information. Question 5: Will we be required to video the 36 RCP? Response 5: No video is required but the pipe will need to be lamp tested after pipe trench backfill is compacted and brought to grade or pavement subgrade. ADDENDUM #1, ITEM #7: QUESTIONS DEADLINE The deadline for questions has expired. No more questions will be answered regarding this project. ADDENDUM #1, ITEM #8: FINAL BID SCHEDULE An electronic copy of the final Bid Schedule in Microsoft Excel format is included as part of this addendum. Please disregard all other versions of the Bid Schedule and use the one included with this addendum for submitting your bid. Note: Revised contract documents, specifications, and construction plans with all addenda items incorporated shall be issued to the successful bidder prior to contract execution. END OF ADDENDUM #1 ADDENDUM#1.doc 2
3
4
5
6
ADDENDUM #2 JUNE 30, It is required that all bidders acknowledge receipt of Addenda on Page BF-2 of the Bid Form.
ADDENDUM #2 JUNE 30, 2017 APRON REHABILITATION PHASE 3 HENRY E. ROHLSEN AIRPORT ST. CROIX, U.S. VIRGIN ISLANDS FAA AIP No.: 3-78-0002-037-2017 This addendum modifies or interprets the proposal documents
BID FORM (LUMP SUM CONTRACT)
BID FORM (LUMP SUM CONTRACT) Place County of El Paso Purchasing Department Date Project No. 11-016 Proposal of (hereinafter called Bidder), a corporation organized under the laws of the State of /a partnership/an
Addendum No. 1 Page 1 of 2
Addendum No. 1 Page 1 of 2 DATE: March 14, 2016 Joliet Junior College 1215 Houbolt Road Joliet, IL 60431 TO: Prospective Bidders SUBJECT: Addendum No. 1 PROJECT NAME: Parking Lot S7 Improvements JJC PROJECT
Bid Form. Schedule 2 Alternate Bid No. 4: Install gutters and downspouts. (100% Local Funded)
Bid Form TxDOT CSJ No. 17HGRCKPT Project: Aransas County Airport - 2017 Hangar Project Project Description: Schedule 1A Base Bid: Construct TxDOT 360 concrete apron pavement for box hangar. Schedule 1A
ADDENDUM NO. 1. FY 2012 Full Depth Reclamation Project CITY OF GAINESVILLE, GEORGIA
ADDENDUM NO. 1 FY 2012 Full Depth Reclamation Project CITY OF GAINESVILLE, GEORGIA Bids to be received until 2:00 p.m., local time, July 9, 2012 SPECIFICATIONS Delete Section 00 41 53 Bid Unit Price in
SUBJECT: ITB , Oxford Road Complete Street Improvements Project ADDENDUM #1
DATE: May 18, 2016 TO: FROM: All Bidders/Proposers Willie Velez, CPPB Procurement Administrator City of Casselberry Purchasing Division SUBJECT: ITB-2016-0023, Oxford Road Complete Street Improvements
American Society of Military Engineers
Presentation to American Society of Military Engineers Runway 9-27 Rehabilitation Project POHNPEI INTERNATIONAL AIRPORT, FSM Presented by Wadgy A. Guirguis, P.E. President August 14, 2012 PROJECT SCOPE
The Contract Documents for the referenced project are hereby amended in the following particulars only, with all other conditions remaining unchanged.
1700 East Iron Ave. Salina, KS 67401 785-827-0433 phone 785-827-5949 fax 6 March 2018 Arizona California Colorado Kansas Louisiana Missouri Nebraska New Mexico Texas Utah ADDENDUM NO. 2 RE: City of Kingman,
CONSTRUCTION STANDARDS SECTION CS 3 TRENCH FOUNDATION, BEDDING AND BACKFILL
CONSTRUCTION STANDARDS SECTION CS 3 TRENCH FOUNDATION, BEDDING AND BACKFILL CS 3-01 GENERAL: A. The foundation, bedding and backfill for all trenches shall conform with the requirements of the City Standard
2010 IDC WATER AND SEWER CONSTRUCTION PACKAGE III 12/11/2009 SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B RA
BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and
April 1, CITY OF PORTSMOUTH Public Works Department. Bid # Annual Paving Project ADDENDUM NO. 1 NOTICE TO ALL BIDDERS
April 1, 2009 CITY OF PORTSMOUTH Public Works Department Bid #54-09 2009 Annual Paving Project ADDENDUM NO. 1 NOTICE TO ALL BIDDERS This Addendum forms part of the original document marked Bid #54-09 2009
Sunnyside Valley Irrigation District Enclosed Lateral Improvements Projects Contract : Regions 011, 13 & 014
Sunnyside Valley Irrigation District Addendum No. 1 Enclosed Lateral Improvements Projects 2010-2011 Issued: 8/30/2010 Contract 10-003: Regions 011, 013 & 014 Page 1 of 7 Sunnyside Valley Irrigation District
APPENDIX H. Capital Improvement Program Detail Project Costs NORTH PERRY AIRPORT MASTER PLAN UPDATE APPENDICES
MASTER PLAN UPDATE APPENDICES APPENDIX H Capital Improvement Program Detail Project Costs Montgomery Consulting Group August 11, 2009 Appendix H CAPITAL IMPROVEMENT PROGRAM Short Term (0-5 years) SUB-
CITY OF MIAMI Capital Improvements Program BID NO.:
CITY OF MIAMI Capital Improvements Program BID NO.: 11-12-027 Museum Park Baywalk and Promenade Phase II and III, B-30538 ADDENDUM NO. 9 August 17, 2012 Additional Plan Sheets - Irrigation The detail sheets
Bid Form. To the Texas Department of Transportation hereinafter called the Agent.
Bid Form TxDOT CSJ No. 1809HILLS Project: 2017 Airport Improvements Project Description: Schedule 1 Base Bid: Rehabilitate and mark RW 16-34, partial parallel TW, stub TWs including run-up areas, terminal
Forsyth County Procurement
August 1, 2017 Forsyth County Procurement Donna Kukarola, CPPO, CPPB, Procurement Director ADDENDUM #2 Bid 17-72-3340 For: Providing all materials, equipment and labor for the Jot em Down Road Water Tank
Document Bid Form (General Contract) State of Ohio Standard Requirements for Public Facility Construction
Document 00 41 13 - Bid Form (General Contract) State of Ohio Standard Requirements for Public Facility Construction Sealed bids will be received by Miami University at 181 Cole Service Building, Oxford,
BUREAU Joe Iuviene, AIA January 20, 2017
architectural BUREAU Joe Iuviene, AIA January 20, 2017 Alterations & Additions NEW TOWN HALL for TOWN OF AUSTERLITZ 816 State Route 203, Spencertown, New York 12165 ADDENDUM NO. 1 This addendum amends
BID TABULATION ( BIDS OPENED MONDAY, APRIL 24, 1:00 P.M. ) CONSTRUCT PARALLEL TAXIWAY - PHASE 3 HABERSHAM COUNTY AIRPORT, CORNELIA, GEORGIA
BASE BID 1 01000 MOBILIZATION 1.00 L. SUM $799,945.96 $799,945.96 $1,150,000.00 $1,150,000.00 2 01510 FIELD ENGINEER'S OFFICE 1.00 L. SUM $40,000.00 $40,000.00 $5,000.00 $5,000.00 3 ALL-1 4 ALL-2 5 MISC-1
MAINE TURNPIKE AUTHORITY ADDENDUM NO. 1 CONTRACT Pavement Rehabilitation Clear Zone Improvements MM 64.4 to MM 68.5
MAINE TURNPIKE AUTHORITY ADDENDUM NO. 1 CONTRACT 2017.02 Pavement Rehabilitation Clear Zone Improvements MM 64.4 to MM 68.5 The following changes are made to the Proposal, Specifications and Plans: SPECIFICATIONS:
ITEM L-119 AIRPORT OBSTRUCTION LIGHTS DESCRIPTION
SECTION 74 AIRPORT OBSTRUCTION LIGHTS (FAA L-119) 74-1 GENERAL The Contractor shall perform all work required by the plans and specifications for construction of obstruction lights in accordance with the
ADDENDUM NO. 1 APRIL 24, 2017
DERBY DESTINATION DEVELOPMENT PUBLIC PROJECT NO. 1 EAST FREEDOM STREET PUBLIC PROJECT NO. 2 WEST FREEDOM STREET PUBLIC PROJECT NO. 3 WATERLINE IMPROVEMENTS PUBLIC PROJECT NO. 4 SANITARY SEWER IMPROVEMENTS
STATE PROJECT NUMBER TZ MnDOT
1.1 NOTICE TO RESPONDERS ADDENDUM NUMBER SIX DATED 24 October 2014 MnDOT LITTLE FALLS TRUCK STATION 15038 Pine Avenue, Little Falls MN 56345 STATE PROJECT NUMBER TZ 90468 WIDSETH SMITH NOLTING 610 Fillmore
SECTION IV. PIPELINE EXCAVATION AND BACKFILL
SECTION IV. PIPELINE EXCAVATION AND BACKFILL A. Description of Work B. Surface Types C. Backfill D. Surface Restoration A. DESCRIPTION OF WORK 1. Extent: Excavation of trenches for pipelines shall include
Pavement Update Track: Engineering
Pavement Update Track: Engineering 2017 ACC Airports Technical Workshop June 21-22, 2017 Arlington, VA Gregory D. Cline, P.E. FAA Airport Engineering AAS-100 gregory.cline@faa.gov (202) 267-8814 Pavement
REQUEST FOR BIDS BUILDING DEMOLITION 102 W. Main St.
531 N. Nash Street Hortonville, WI 54944-0099 Phone: 920-779-6011 Fax: 920-779-6552 www.hortonvillewi.org REQUEST FOR BIDS BUILDING DEMOLITION 102 W. Main St. Date Issued: February 5, 2016 Date Due: March
DOCUMENT ADDENDUM No. 2
DOCUMENT ADDENDUM No. 2 PART 1 GENERAL 1.1 DOCUMENT INCLUDES A. Clarifications 1.2 CONSTRUCTION CONTRACT A. The Construction Contract is known as SU095 9 th Street and SU096 Downs Drive Storm Drain Projects.
ADDENDUM NO. 1. for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA. Posting Date: June 20, 2013
ADDENDUM NO. 1 for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA Posting Date: June 20, 2013 BIDDERS SHALL CONFORM TO THE FOLLOWING CHANGES AS A PART OF THE BID DOCUMENTS, WHICH SHALL BECOME
STANDARD SPECIFICATIONS SECTION PAVEMENT REQUIREMENTS
STANDARD SPECIFICATIONS SECTION 02950 PAVEMENT REQUIREMENTS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for removing, replacing and providing new paving for roads, driveways, parking
DALLAS FORT WORTH INTERNATIONAL AIRPORT ADDENDUM NO. 2. Northeast End Around Taxiway Package I East Air Freight Taxiway and Utilities
DALLAS FORT WORTH INTERNATIONAL AIRPORT ADDENDUM NO. 2 Northeast End Around Taxiway Package I East Air Freight Taxiway and Utilities CONTRACT NO. 9500623 February 23, 2018 The Request for Bids for the
ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS. All Plan Holders and Prospective Bidders
ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS TO: All Plan Holders and Prospective Bidders TITLE: Hills of Cedar Creek East Phase 2 PROJECT NO: LOCATION: OWNER: EGA181011 Council Bluffs, IA. City
2014 ARTICLE III IMPROVEMENTS IN THE CITY OF EL CENTRO ADDENDUM NO. 02
2014 ARTICLE III IMPROVEMENTS IN THE CITY OF EL CENTRO ADDENDUM NO. 02 Date: March 3, 2015 To: Prospective Contractors From: Jack Fleming, PE City of El Centro 1275 W. Main St. El Centro, CA 92243 Telephone:
PERMIT TO EXCAVATE IN HIGHWAY CHESHIRE, CONNECTICUT
PERMIT TO EXCAVATE IN HIGHWAY CHESHIRE, CONNECTICUT PERMIT # DATE: Name Of Applicant Address City, State, Zip ( ) Fax: ( ) Email Telephone Number permit faxed (date) permit emailed (date) Permission is
City of Naples Utilities Department Wastewater Collections Division
City of Naples Utilities Department Wastewater Collections Division Request for Proposal Reclaimed Water Fire Hydrant & Water Service Installations February 2015 Reclaimed Water Fire Hydrant & Services
B. Subsurface data is available from the Owner. Contractor is urged to carefully analyze the site conditions.
SECTION 31 23 33 - TRENCHING, BACKFILLING AND COMPACTION PART 1 - GENERAL 1.1 SCOPE A. This Section specifies the requirements for excavating and backfilling for storm sewer, sanitary sewer, water distribution
SECTION 2200 PAVING CITY OF BLUE SPRINGS, MISSOURI CONSTRUCTION SPECIFICATIONS
SECTION 2200 PAVING CITY OF BLUE SPRINGS, MISSOURI CONSTRUCTION SPECIFICATIONS The City of Blue Springs hereby adopts Section 2200 of the Kansas City Metropolitan Chapter of APWA Construction and Material
HAWTHORNE AND THAD WATER & WASTEWATER IMPROVEMENTS ITB #124D 16F CITY OF IRVING ADDENDUM # 1 MAY 10, 2016
HAWTHORNE AND THAD WATER & WASTEWATER IMPROVEMENTS ITB #124D 16F CITY OF IRVING ADDENDUM # 1 MAY 10, 2016 1. THIS ADDENDUM IS HEREBY MADE AS PART OF THIS CONTRACT SPECIFICATION. THIS ADDENDUM IS ISSUED
Addendum Number 1. August 31, Colcock Hall Windows. Owner Project Number: Prepared by:
Addendum Number 1 Colcock Hall Windows Owner Project Number: 50059 Prepared by: ADC Engineering, Inc. 1226 Yeamans Hall Road Hanahan, South Carolina 29410 To Bidders: This Addendum forms a part of the
SPECIFICATIONS AND CONTRACT DOCUMENTS FOR NAPLES MUNICIPAL AIRPORT. FDOT No HANSON No. 15A0108. September 14, 2016 FOR BIDDING
SPECIFICATIONS AND CONTRACT DOCUMENTS FOR TAXIWAY D EXTENSION AT NAPLES MUNICIPAL AIRPORT FDOT No. 439155-1-94-01 HANSON No. 15A0108 September 14, 2016 FOR BIDDING Prepared by: Prime Consultant HANSON
SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS
SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS Section Page 14-1 GENERAL... 14.1 14-2 PRIVATE ROADS... 14.1 14-3 STREETS AND PARKING LOTS... 14.1 14-3.01 Aggregate Base... 14.1 14-3.02 Asphalt
Specifications for Electrical Underground Residential Distribution Systems
Specifications for Electrical Underground Residential Distribution Systems Specification DDS-2 Revision 13, February 2010 ONCOR ELECTRIC DELIVERY COMPANY SPECIFICATIONS FOR ELECTRICAL UNDERGROUND RESIDENTIAL
NO. OF PAGES 6 BIDDERS ARE REQUESTED TO RETAIN THIS SPECIFICATION FOR FUTURE REFERENCE TABLE OF CONTENTS
State of New York Executive Department Office of General Services Procurement Services Group Corning Tower - 38 th Floor Empire State Plaza Albany, NY 12242 COMMODITY GROUP 31502 - BITUMINOUS CONCRETE
PROJECT NAME: NAVAJO TRIBAL UTILITY AUTHORITY WASTEWATER TREATMENT PLANT UPGRADES
Solutions for Today Vision for Tomorrow ADDENDUM 5 DATE: June 16, 2016 PROJECT NAME: NAVAJO TRIBAL UTILITY AUTHORITY WASTEWATER TREATMENT PLANT UPGRADES PROJECT NO. 115111 TO: ALL PLAN HOLDERS OF RECORD
CONTRACTOR S PROPOSAL FISCAL YEAR STREET IMPROVEMENT PROJECT AND MAIN STREET BRIDGE REHABILITATION
CONTRACTOR S PROPOSAL COMPANY ADDRESS CITY, STATE, ZIP ( ) TELEPHONE NUMBER City of Hesperia 9700 Seventh Avenue Hesperia, CA 92345 Ladies and Gentlemen: STATE LICENSE NUMBER Pursuant to the Public Notice
SITE SERVICES GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 WATER RECLAMATION PROJECT JUNE 2013
WATSON ROAD FACILITY PAGE 1 OF 6 PART 1 GENERAL 1.1 Description The work covered by this Section includes all labour, materials, equipment, and supervision necessary to complete the site services as shown
SECTION TRENCHING & BACKFILLING
SECTION 02225 - TRENCHING & BACKFILLING 1.0 GENERAL 1.1 Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 1.2 Reference Specifications
City of Reno Public Works 1 E. 1 st Street, 8 th Floor P.O. Box 1900 Reno, NV (775) (775) FAX
City of Reno Public Works 1 E. 1 st Street, 8 th Floor P.O. Box 1900 Reno, NV 89505 (775) 334-3304 (775) 334-1226 FAX SPECIAL CONDITIONS OF APPROVAL FOR Permit # EAE14-00XXX Applicant: Job Description:
SECTION A1 EXCAVATION AND BACKFILL GENERAL
SECTION A1 EXCAVATION AND BACKFILL GENERAL The work under this section shall include all excavation to such width and depth as shown on the drawings, specified herein, or ordered by the Engineer. Such
Pre-bid Conference Runway 17C-35C Rehabilitation Contract Number 9500514 10.18.17 1 Agenda Pre-Bid Conference Presentation Solicitation Logistics, RFB review, BDDD 11:00-11:30 Project Details 11:30-12:00
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION CONTROL South Terminal C Phase 1 (WS110) Item P-156
ITEM P-156 EROSION, AND SILTATION CONTROL DESCRIPTION 156-1.1 This item shall consist of temporary control measures as shown on the plans or as ordered by the Engineer OAR during the life of a contract
SECTION STORM DRAIN
PART 1 - GENERAL 1-01 SECTION INCLUDED A. Furnishing and installing storm drainage facilities, including pipe, cleanout, manhole structures and inlet structures. 1-02 RELATED SECTIONS A. Division 00 Contract
Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method
3.56 COLD IN-PLACE RECYCLING 3.56.1 GENERAL This specification covers the requirements for Cold In-Place Recycling (CIR) which consists of reclaiming the existing asphalt pavement; sizing the reclaimed
C. Foundation stabilization for pipe and utility structures.
PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavating, backfilling, and compacting for utilities, including pipe, structures, and appurtenances. B. Control of water in trenches. C. Foundation stabilization
Recycling and Reclamation of Airfield Pavements
Recycling and Reclamation of Airfield Pavements 35 th Airports Conference FAA Eastern Region, Hershey, PA April 4, 2012 Presented by: Mark D. McGuire, P.E. Items for Discussion Brief Introduction (Mark
DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012
2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 PART FIVE DOCUMENTS FOR SITE AND INFRASTRUCTURE 31 00 00. EARTHWORK 31 10 00. SITE CLEARING.1 STRUCTURE REMOVAL: Include
CONSOLIDATED EDISON COMPANY OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY DISTRIBUTION ENGINEERING TOOLS AND STRUCTURES
CONSOLIDATED EDISON COMPANY OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING TOOLS AND STRUCTURES SPECIFICATION EO-1181 REVISION 6 May 2010 EFFECTIVE DATE June 1, 2010 GENERAL
Fox Avenue Improvements From Gamebird Road to Dalton Street Bid # PROJECT SPECIFICATIONS TABLE OF CONTENTS
Fox Avenue Improvements From Gamebird Road to Dalton Street Bid # 2016-04 PROJECT SPECIFICATIONS TABLE OF CONTENTS SECTION 100 GENERAL... 1 SECTION 200 MATERIALS... 1 CONSTRUCTION METHODS... 1 SECTION
FAA s Mixture Specifications
FAA s Mixture Specifications - Revised P-401 (and P-403) - New P-601 (Fuel Resistant Mix) For SEAUPG, Nov 2014 By Mark Buncher 1 Univ. of KY. 2012 National Champs! F-18 Shockwave at Mach-1 Back to Airfield
ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / (Budget Account Number)
EXHIBIT A CONTRACTOR'S COMPENSATION SCHEDULE FOR ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / 50103-000-4150 (Budget Account Number) ITEM NO. P-S-F DESCRIPTION QTY
BID INSTRUCTIONS. Montour County Courthouse Retaining Wall Repair Project
BID INSTRUCTIONS Montour County Courthouse Retaining Wall Repair Project The Montour County Commissioners are receiving bids for the Courthouse Retaining Wall Repair Project. The parking lot is located
PAVEMENT CONSTRUCTION QA PROCEDURES RIDEABILITY TESTING CONSTRUCTION PRACTICE
PAVEMENT CONSTRUCTION QA PROCEDURES RIDEABILITY TESTING CONSTRUCTION PRACTICE Quality Assurance is not Quality Control Quality control is Contractors responsibility during construction. Quality Assurance
Summary of the 2011 Changes
The following is a list of amendments to the Residential Site Improvement s, N.J.A.C. 5:21, adopted in 2011. The Notice of Adoption of these changes appeared in the New Jersey Register on May 16, 2011.
Invitation to Tender No. T170523EN. lump sum $ days $1,500 $ ha 0.4 $ $ m 3 18,000 $ $ m 3 31,000 $ $ m 3 1,175 $ $ m 130 $ $ t 210 $ $
Addendum No. 1 TOWNSHIP ROAD 510 RECONSTRUCTION Invitation to Tender No. T170523EN Amendment 1. Bidders shall note the following: a) Revised Section 3.3.2 Unit Price Table : REVISED Schedule A : Invitation
ST. GABRIEL OF THE SORROWFUL MOTHER CHURCH
ADDENDUM NO. 1 TO CONTRACT DOCUMENTS DATED FEBRUARY 12, 2015 FOR ADDITION TO ST. GABRIEL OF THE SORROWFUL MOTHER CHURCH Located at 8910 Gap Newport Pike Avondale, PA 19311 ARCHITECT 270 South Main Street,
Eastern Sewershed Package IV Project Solicitation Number: CO Job No.: ADDENDUM 1 April 20, 2018
Eastern Sewershed Package IV Project Solicitation Number: CO-00149 Job No.: 17-4527 ADDENDUM 1 April 20, 2018 To Bidder of Record: This addendum, applicable to work referenced above, is an amendment to
REQUEST FOR QUALIFICATIONS UTILITY LAYOUT MAPPING AND PLAN OF RECORD AS BUILT DRAWINGS RFQ Q MR ADDENDUM #2 10:00 AM November 18, 2010
REQUEST FOR QUALIFICATIONS UTILITY LAYOUT MAPPING AND PLAN OF RECORD AS BUILT DRAWINGS RFQ Q 10 019 MR ADDENDUM #2 10:00 AM November 18, 2010 This addendum notifies of changes to the due date, the estimated
SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE
SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE BE IT ORDAINED by the Town Council of the Town of Plainville: SECTION 1. SUBDIVISIONS. All subdivisions hereinafter developed within
SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS
SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS Section Page SECTION 14 RESTORATION OF SURFACES... 14.1 14-1 GENERAL... 14.1 14-2 PRIVATE ROADS... 14.1 14-3 STREETS AND PARKING LOTS... 14.1 14-3.01
Installation of Metering System for Monitoring Based Commissioning Program Under Prop. 39 & CCC/IOU
Installation of Metering System for Monitoring Based Commissioning Program Under Prop. 39 & CCC/IOU PROJECT NO. 1960, RFP NO. 14-15/03 Peralta Community College District 333 East 8th Street, Oakland, CA
HURON PUBLIC WORKS BUILDING HURON, SOUTH DAKOTA BID NO R
HURON PUBLIC WORKS BUILDING HURON, SOUTH DAKOTA BID NO. 2017-26R Stone Group Architects Project No. 1731 ADDENDUM DATE: September 14, 2017 BID DATE: September 18, 2017 2:00 P.M. C.S.T. SCOPE OF THIS ADDENDUM:
SECTION EXCAVATION AND BACKFILL FOR UTILITIES AND STRUCTURES
SECTION 02215 EXCAVATION AND BACKFILL FOR UTILITIES AND STRUCTURES PART 1 - GENERAL 1.1 DESCRIPTION: This section includes materials, testing, and installation of earthwork for excavations, fills, and
CONSTRUCTION SPECIFICATION FOR KEYHOLE EXCAVATION AND PERMANENT REINSTATEMENT OF KEYHOLE CORES TABLE OF CONTENTS
CITY OF TORONTO TRANSPORTATION SERVICES STANDARD CONSTRUCTION SPECIFICATIONS TS 4.70 November 2007 CONSTRUCTION SPECIFICATION FOR KEYHOLE EXCAVATION AND PERMANENT REINSTATEMENT OF KEYHOLE CORES TABLE OF
University of Massachusetts Procurement Department 140 Hicks Way 407 Goodell Building Amherst, MA 01003
University of Massachusetts Procurement Department 140 Hicks Way 407 Goodell Building Amherst, MA 01003 May 16, 2016 Addendum #1 Contract Number: UMA16-25 Project Number: 1000730 Speedtype: 157194 Title:
CHAPTER 6. Sanitary Sewer
CHAPTER 6 Sanitary Sewer A. Introduction All proposed developments, subdivisions, and buildings must have a properly designed and constructed sanitary sewer collection system. The system shall provide
Request for Proposal: Due October 11, :00 pm
Remove and replace approx. 6000 sq. ft. of asphalt, clean and tack 1200 sq. ft. of low spots, seal coat and stripe parking lot at 1030 Temple Ave Camarillo, CA 93010 Request for Proposal: Due October 11,
SECTION UNCLASSIFIED EXCAVATION AND GRADING
SECTION 02210 UNCLASSIFIED EXCAVATION AND GRADING PART 1 GENERAL 1.1 DESCRIPTION Work in this section includes the excavation, undercut excavating, grading, earthwork and compaction required as shown on
ATTACHMENT 8. Technical Specifications
Attachment 8 May 15, 2017 ATTACHMENT 8 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS TECHNICAL SPECIFICATIONS Section Specification Title Pages No. 1-39 GENERAL 1-20 (not used) -- 21 Method of Determining
PITTSBURGH TECHNOLOGY CENTER PUBLIC IMPROVEMENTS SITE PREPARATION CONTRACT NO. 11 BID TABULATION BID OPENING DATE: MARCH 11, 2008
BT-1 of 7 Clearing and Grubbing L.S. $50,000.00 $50,000.00 $5,335.00 $5,335.00 $14,560.00 $14,560.00 $20,000.00 $20,000.00 $10,600.00 $10,600.00 Class 1 Excavation 4300 C.Y. $20.00 $86,000.00 $15.00 $64,500.00
ITEM 275 PORTLAND CEMENT TREATED MATERIALS (ROAD MIXED)
ITEM 275 PORTLAND CEMENT TREATED MATERIALS (ROAD MIXED) 275.1. Description. This Item shall govern for treating subgrade, new and/or existing base [with or without asphaltic concrete pavement (ACP)], or
E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17
S&L Gravel, Section B: Proposal Page 10701.0 - TRAFFIC CONTROL - LUMP SUM 1.00 $6,425.00 $6,425.00 $6,425.00 $10,000.00 10720.0 - TRAFFIC CONTROL SIGN - PORTABLE ARROW BOARD - DAYS 25.00 $25.00 $625.00
January 2008 No. 700
January 2008 No. 700 INDEX FOR SPECIFICATIONS FOR GRANULAR BASE COURSE Page 700. 1 SCOPE...1 1.1 Pre-Construction Meeting...1 1.2 Mobilization of Equipment...1 700. 3 MATERIALS 3.1 Granular Base Course
UTILITIES COMMISSION CITY OF NEW SMYRNA BEACH, FLORIDA 200 CANAL STREET P.O. BOX 100 NEW SMYRNA BEACH, FL
DATE: January 5, 2018 UTILITIES COMMISSION CITY OF NEW SMYRNA BEACH, FLORIDA 200 CANAL STREET P.O. BOX 100 NEW SMYRNA BEACH, FL 32170-010 ITB# 04-18 REPLACE 12 WATER MAIN AT TURNBULL BAY (DAMAGED DURING
HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL:
N 1133521.33 E 1689742.43 STA: 10+53.07 INSTALL: 2-10" 90 BENDS CONNECT TO MIDDLEBUSH HALL INTERIOR PLANT PLUMBING MIDDLEBUSH HALL HW1 HWS HWR 10+00 FREDRICK APARTMENTS FINE ARTS INSTALL 422 LF 10" HWS
Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH John R. Kasich, Governor Jerry Wray, Director
Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH 43223 John R. Kasich, Governor Jerry Wray, Director 10/16/2014 Project 140522 Addendum No. 1 PID No. 76282 FRA USR 40
A NEW GYMNASIUM AND RENOVATED FINE ARTS FOR MONTGOMERY CATHOLIC PREPARATORY SCHOOL MONTGOMERY, ALABAMA
McKee and Associates Architecture and Interior Design Addendum No. SEVEN Date: 07.11.17 Project: A NEW GYMNASIUM AND RENOVATED FINE ARTS FOR MONTGOMERY CATHOLIC PREPARATORY SCHOOL MONTGOMERY, ALABAMA A7.1
SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS
SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS Section Page 19-1 TRENCH EXCAVATION...19.1 19-1.01 Exploratory Excavation...19.1 19-1.02 Trench Width...19.1 19-1.02.A Storm Drain
Implementing An effective Airport Pavement Management System
Implementing An effective Airport Pavement Management System Hazim M Abdulwahid 13 th, MSC, MBA International O&M Conference in the Arab Countries,17-19 Nov 2015 1 Content What is Pavement Engineering
B. Backfill and compact utility bedding and fill placed in the utility trenches between the top of the utility bedding and the subgrade elevation.
SECTION 312333 TRENCHING AND BACKFILLING PART 1 - GENERAL 1.1 SUMMARY A. Excavate trenches for new electric and telephone conduits, gas lines, and their appurtenances from at least 5 feet outside the building
SECTION 501 GRAVITY SEWERS. U. No pipe length used shall be less than 5 feet.
SECTION 501 GRAVITY S PART 2 MATERIALS 2.1 PIPE SIZE, TYPE, AND STRENGTH D. Only concrete or polyvinyl chloride sewer pipe shall be used for sewer line construction unless otherwise approved by the City
Note: Niagara Region has determined that it is necessary to provide additional information relating to the above referenced Request for Tender.
Enterprise Resource Management Services 1815 Sir Isaac Brock Way, P.O. Box 1042, Thorold, ON L2V 4T7 Tel: 905-980-6000 Toll-free 1-800-263-7215 Fax: 905-682-8521 www.niagararegion.ca Page 1 of 4 Date:
ITEM 460 REINFORCED CONCRETE PIPE Description. This Item shall govern for the furnishing of reinforced concrete pipe.
AFTER MARCH 1, 2012 ITEM 460 REINFORCED CONCRETE PIPE 460.1 Description. This Item shall govern for the furnishing of reinforced concrete pipe. 460.2 Materials. A. Except as modified herein, materials,
PLANS. All plans shall be submitted on 24 x 36 sheets
PLANS All plans shall be submitted on 24 x 36 sheets PLANS FOR CONSTRUCTION - (STICKY BACKS NOT ACCEPTABLE) Cover Sheet The first sheet of the plan and profile will not be accepted as a cover sheet. The
CW 3530 MANUAL IRRIGATION SYSTEM TABLE OF CONTENTS
October 1990 CW 3530 MANUAL IRRIGATION SYSTEM TABLE OF CONTENTS 1. GENERAL CONDITIONS...1 3. DESCRIPTION...1 5. MATERIALS...1 5.1 General...1 5.2 Testing and Approval...1 5.3 Irrigation Pipe and Fittings...1
SPECIFICATIONS FOR FULL DEPTH RECLAMATION WITH CALCIUM CHLORIDE
SPECIFICATIONS FOR FULL DEPTH RECLAMATION WITH CALCIUM CHLORIDE 1.0 DEFINITIONS The term Director [Superintendent, etc.] shall mean the Director of Public Works of the awarding authority. The term Designee
Michigan State University Construction Standards EARTHWORK PAGE SECTION EARTHWORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS
PAGE 312300-1 SECTION 312300 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,
603 - ASPHALT PAVEMENT SMOOTHNESS SECTION 603 ASPHALT PAVEMENT SMOOTHNESS
SECTION 603 ASPHALT PAVEMENT SMOOTHNESS 603.1 DESCRIPTION Determine the smoothness of the pavement surface and correct the deficiencies as specified in the Contract Documents. For the purposes of this
Addendum # 1 Perdue Stadium Seating Bowl Improvements Date of Addendum: 09/07/16
Wicomico County Purchasing 125 N. Division St. Room B-3 Salisbury, MD 21801 Ph. 410-548-4805 Fax 410-334-3130 Email: purchasing@wicomicocounty.org Addendum # 1 Perdue Stadium Seating Bowl Improvements
CONDUITS AND FITTINGS
CONDUIT AND FITTINGS Rigid Steel Conduit 3801 Rigid PVC Conduit 3803 HDPE Conduit 3803 Flexible Non Metallic Liquid Tight Conduit Type LFNC-B 3804 PVC Coated Urethane Lined Galvanized Rigid Steel Conduit
ARCHITECTURE/ ENGINEERING
S ARCHITECTURE/ ENGINEERING NOVEMBER 25, 2013 CITY OF EL CENTRO COUNCIL CHAMBERS ADA RENOVATION ADDENDUM #02 All documents referenced in this addendum are available in electronic format at ftp site listed
This report presents the findings of the subsurface exploration concerning the design of the taxiway rehabilitation. Description
September 22, 2016 American Infrastructure Development, Inc. 3810 Northdale Boulevard, Suite 170 Tampa, Florida 33624 Attn: Mr. Mohsen Mohammadi, Ph.D., P.E. Senior Consultant Mob: (813) 244-6609 E-mail: