HomeMy WebLinkAbout2008-276 BSECTION 00800
SUPPLEMENTARY CONDITIONS
INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES
BOARD OF COMMISSIONERS
1800 27th Street, Vero Beach, Florida 32960
SUPPLEMENTARY CONDITIONS
TO THE
GENERAL CONDITIONS
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SECTION 01010
SUMMARY OF WORK
PART 1 - GENERAL
1.01 LOCATION OF WORK
A. The work is located within the property Iine limits of the County's South R.O. water treatment
facilities as shown on the Contract Drawings.
1.02 SCOPE OF WORK
A. Furnish all labor and materials necessary to improve and modify the South R.O. Water
Treatment Plant including the following: relocation of permeate acid injector, installation
of new acid supply and containment piping, modifications to raw water blend piping
including acid injector and static mixer, remove and replace three (3) new horizontal split
case high service pumps including bases, couplings, motors, all nuts, bolts, fasteners,
guards, electrical wiring, disconnects, VFD's, and all other appurtenances, installation of
PE bulk tank including pad, demolition of existing entrance opening, piping, valves,
appurtenances and hardware, integration of SCADA system, modification of RO trains
including replacement of sample tubing, permeate hoses, 6" permeate headers, permeate
port end adapters, appurtenances and hardware, replacement of up to a total of twelve (12)
new 6M pressurevessels, painting and architectural treatment and accessory items, as
depicted in these documents.
1.03 WORK BY OTHERS
A. Interference With Work on Roads/Utilities: the CONTRACTOR shall cooperate fully with
all utility forces of the OWNER or forces of other public or private agencies engaged in
relocation, altering, or otherwise rearranging of any RoadlUtility facilities which interfere
with the progress of the Work, and shall schedule the Work so as to minimize interference
with said relocation, altering, or other rearranging of facilities. CONTRACTOR shall
minimize road lane closures and obtain County approval in writing prior to any lane
closures.
B. Refer to the General Conditions for additional requirements.
1.04 WORK SEQUENCE
Perform m ire completion of ti Work within the ContractCompletion
d.tes of the vartous'stages shall be in acconlance with the approved construction schedule
submitted by the CONTRACTOR. The CONTRACTOR shall provide a written plan and
schedule in the event he desires to perform work from different stages concurrently, A
written plan descfibing the CONTRACTOR's intent must be submitted for approval by
the ENGINEER.
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1.05 CONTRACTOR's USE OF PREMISES
A. CONTRACTOR shall have use of the premises as indicated on the drawings for the
performance of the Work, subject to ongoing work by other contractor's and the County.
B. Coordinate use of premises with OWNER and ENGINEER.
C. CONTRACTOR shall assume full responsibility for security of all his and his
subCONTRACTOR's materials and equipment stored on the site.
D. If directed by the OWNER or ENGINEER, move any stored items which interfere with
operations of OWNER or other contractor's.
E. Obtain and pay for use of additional storage or work areas if needed to perform the Work.
F. The CONTRACTOR shall be responsible for obtaining temporary sanitary facilities
during construction and all associated costs.
G. The CONTRACTOR will provide backflow preventor and a metered connection to the
onsite fire hydrant for potable water. The OWNER will provide the first 3000 gallons of
potable water per month to the CONTRACTOR without charge. Any additional potable
water usage will be charged at a rate equal to IRC Utilities published commercial rates of
3,001 to 7,000 gallons per month; $2.42 per 1,000 gallons; 7,001 to 13,000 gallons per
month: $3.85 per 1,000 gallons; or over 13,000 gallons per month: $7.70 per 1,000
gallons.
1.06 SITE ACCESS AND EXISTING FACILITIES
A. Access to the site and equipment delivery is limited to daylight hours of 7:00 a.m. to 5:00
p.m., Monday through Friday. Weekend access must be approved by OWNER. All work
which interrupts normal system operation shall be scheduled with the OWNER prior to its
construction. Scheduling shall include summary of procedures to be taken, date/time of
work, and duration of activities. Due to operation issues, the OWNER reserves the right to
modify the schedule and restrict time of day and/or date(s) of work (for both work herein
listed and other work not listed but affecting operations) that impacts the system
operations.
B. The CONTRACTOR shall provide and maintain the current level or a greater level of
perimeter site security and restricted public access at all times throughout construction of
the project. At no time shall any portion of the site perimeter be provided without a secure
and continuous fence at the end of each day. The cost to fiunish and install all required
permanent and temporary fencing shall be at the sole expense of the CONTRACTOR,
1.07 CONTRACTOR's STAGING, STORAGE, AND STOCKPILE AREA
A A staging, storage, and stockpile area has been designated on the site plan. The
CONTRACTOR is not allowed to store any equipment outside these limits.
B. The CONTRACTOR shall mi lnm the quantity of materials stored at the plant site
throughout the construction period. The CONTRACTOR is responsible for properly
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storing and protecting the area such that adjacent residents, canals, and wetlands are not
impacted. The CONTRACTOR shall be solely responsible for implementing theft
prevention measures. The OWNER shall bear no responsibility for materials stolen or acts
of vandalism. The CONTRACTOR shall supply temporary enclosed, locked storage for
OWNER's spare parts until Substantial Completion.
1.08 CONNECTION TO WORK BY OTHERS OR EXISTING LINES
A. Piping installed under this Contract must connect to lines installed under other contracts.
The CONTRACTOR under this Contract shall perform the following work and include
the cost thereof in the Contract price:
1. Remove any temporary plugs and thrust restraints provided in the pipe installed
under other contracts.
2. Furnish and install necessary pipe, sleeves, fittings, specials and appurtenances to
make proper connections to pipes installed by others.
3. Pressure test connections prior to connecting new piping.
4. Disinfect and bacteriologically test all new potable water piping.
B. Connection to existing lines to which piping of this Contract must connect:
1. Expose buried lines to confirm or determine horizontal and vertical location of all
underground piping, pipe diameter, end connection, and pipe material.
2. Furnish and install all material, labor, and equipment including appropriate pipe,
fittings, specials, and appurtenances to make proper connections.
3. Coordinate with OWNER to schedule installation including nights and weekends,
to limit operational outages.
4. Supply temporary plugs and thrust restraint, if piping is not available,
PART 2 — PRODUCTS (NOT USED)
PART 3 — EXECUTION
3.01 GENERAL
A. The CONTRACTOR shall coordinate construction and reconstruction work with the
OWNER and ENGINEER Unless otherwise indicated, the CONTRACTOR shall be
responsible for the sequence of the work All work shall be performed in accordance with
applicable safety rules and regulations.
B. The CONTRACTOR shall insure that any utilities connected to structures, equipment, and
facilities to be removed, relocated, salvaged, replaced, or abandoned shall be rendered
inoperable, replaced with new utilities, or adequately bypassed with temporary utilities
before proceeding with reconstruction.
C. The CONTRACTOR shall take precautions to avoid damage to adjacent facilities and to
limit the reconstruction activities to the extent indicated. If reconstruction beyond the
scope indicated is required, the CONTRACTOR shall obtain approval from the OWNER
prior to commencing work
3.02 DISPOSAL
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A. Clearing and grubbing and removal of debris, where necessary, shall mu- im;ze
interference with roads, streets, walks, and other adjacent occupied or used facilities which
shall not be closed or obstructed without permission from the OWNER. Alternate routes
shall be provided around closed or obstructed traffic ways.
B. Site debris, rubbish, and other materials resulting from reconstruction operations shall be
legally removed and disposed of at the CONTRACTOR's expense. Structures and
equipment to be demolished shall be cleaned prior to demolition and the wash water
properly disposed. No trace of these structures shall remain prior to placing of backfill in
the areas from which structures were removed.
C. Refuse, debris, and waste materials resulting from demolition and site clearing operations
shall not be burned. All refuse and waste material shall be disposed of at the IRC Landfill
with the CONTRACTOR paying all transportation and disposal fees.
END OF SECTION
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SECTION 01035
CHANGE ORDER PROCEDURES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDE
A. Promptly implement Change Order Procedures
1. Provide full written data required to evaluate changes.
2. Maintain detailed records of work done on a time-and-material1force account
basis.
3. Provide full documentation to Engineer on request.
B. Designate in writing the member of Contractor's organization:
1. Who is authorized to accept changes in the Work,
2. Who is responsible for informing others in the Contractor's employ of the
authorization of changes in the Work.
C. Owner will designate in writing the person who is authorized to execute Change Orders.
1.02 RELATED REQUIREMENTS
A. The amount of established unit prices.
B. Conditions of the Contract:
1. Methods of determining cost or credit to Owner resulting from changes in Work
made on a time -and -materials basis.
2. Contractor's claims for additional costs.
C. Applications for Payment are included in Section 01052,
D. Construction Schedules is included in Section 0 13 11.
E. Schedule of Values is included in Section 01370,
1.03 DEFINTTIONS
A. Change Order: See General Conditions
1.04 PRELIMINARY PROCEDURES
A Owner or Engineer may initiate changes by submitting a proposal Request to Contractor.
Request will include the following:
1. Detailed description of the Change, Products, and location of the change in the
Project.
2. Supplementary or revised Drawings and Specifications.
3. The projected time span for making the change, and a specific statement as to
whether overtime work is, or is not, authorized.
4. A specific period of time during which the requested price will be considered
valid.
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5. Such request is for information only, and is not an instruction to execute the
changes, nor to stop work in progress.
B. Contractor may initiate changes by submitting a written notice to Engineer, containing:
1. Description of the proposed changes
2. Statement of the reason for making the changes.
3. Statement of the effect on the Contract Sum and the Contract Time_
4. Statement of the effect on the work of separate contractors.
5. Documentation supporting any changes in Contract Sum or Contract Time, as
appropriate.
1.05 CONSTRUCTION CHANGE AUTHORIZATION
A. In lieu of Proposal Request, Engineer may issue a "Work Directive Change" for
Contractor to proceed with a change for subsequent inclusion in a Change Order.
B. Authorization will describe changes in the work, both additions and deletions, with
attachments of revised Contract Documents to define details of the change.
C. Owner and Engineer will sign and date the Work Directive Change as authorization for
the Contractor to proceed with the Changes.
1.06 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump sum proposal, and for each unit price which has not
previously been established, with sufficient substantiating data to allow Engineer to
evaluate the quotation.
B. On request, provide additional data to support time and cost computation including the
following:
L Labor required.
2. Equipment required.
3. Products required:
a. Recommended source of purchase and unit cost.
b. Quantities required.
4. Taxes, insurance bonds.
5. Credit for work deleted from Contract, similarly documented.
6. Overhead and profit.
7. Justification for any change in Contract Time,
C. Support each claim for additional costs, and for work done on a time -and -material / force
account basis, with documentation as required for a lump sum proposal, plus the
following additional information:
1. Name of the Owner's authorization agent who ordered the work, and date of the
order.
2. Dates and time work performed, and by whom
3. Time record, summary of hours worked, and hourly rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of use.
b. Products used, listing quantities.
C. Subcontracts.
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D. Document requests for substitutions for Products as specified in Section 01630,
1.07 PREPARATION OF CHANGE ORDERS
A. Engineer will prepare each Change Order.
B. Form: Change Order format provided in the Contract Documents.
C. Change Order will describe changes in the Work, both additions and deletions, with
attachments of revised Contract Documents to define details of change_
D. Change Order will provide an accounting of the adjustment in the Contract Sum and in
the Contract Time.
1.08 LUMP SUM / FIXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on either:
1. Engineer's Proposal Request and Contractor's responsible Proposal as mutually
agreed upon between OWNER and Contractor.
2. Contractor's Proposal for a change, as recommended by Engineer.
B. Owner and Engineer will sign and date the Change Order as authorization for the
contractor to proceed with the changes.
C. Contractor shall sign and date the Change Order to indicate agreement with the terms
therein.
1.09 UNIT PRICE CHANGE ORDER
A. Content of Change Orders will be based on, either:
1. Engineer definition of the scope of the required changes.
2. Contractor's Proposal for a change, as recommended by Engineer.
34. Survey of completed work
B. The amount of the unit prices shall be:
1. Those stated in the Agreement.
2. Those mutually agreed upon between Owner and Contractor.
C. When quantities of each of the items affected by the Change Order can be determined
prior to start of the work:
1. Owner and Engineer will sign and date the Change Order as authorization for
Contractor to proceed with the changes.
2. Contractor shall sign and date the Change Order to indicate agreement with the
terms therein.
D. When quantities of the items cannot be determined prior to start of the work
1. Engineer or Owner will issue a Change Order directing Contractor to proceed
with the change on the basis of unit prices, and will cite the applicable unit
prices.
2. At completion of the change, Engineer will determine the cost of such work
based on the unit prices and quantities used.
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a. Contractor shall submit documentation to establish the number of units
of each item and any claims for a change in Contract Time.
3. Engineer will sign and date a second Change Order to establish the change in
Contract Sum and in Contract Time.
4. Owner and Contractor will sign and date the second Change Order to indicate
their agreement with the terms therein.
1.10 TIME AND MATERIAL/ FORCE ACCOUNT CHANGE ORDER/ CONSTRUCTION
AUTHORIZATION
A. Engineer and Owner will issue a Work Directive Change directing Contractor to Proceed
with the changes on a time -and -material / force account basis.
B. At completion of the change, Contractor shall submit itemized accounting and supporting
data as provided in the Article "Documentation of Proposals and Claims" of this section.
C. Engineer will determine the allowable cost of such work, as provided in General
Conditions and Supplementary Condition.
D. Engineer will sign and date the Change Order to establish the change in Contract Sum
and in Contract Time.
E. Owner and Contractor will sign and date the Change Order to indicate their agreement
therein.
1.11 CORRELATION WITH CONTRACTOR's SUBMITTALS
A. Contractor shall periodically revise Schedule of Values and Request for Payment forms
to record each change as a separate item of Work, and to record the adjusted Contract
Sum,
Be Contractor shall periodically revise the Construction Schedule to reflect each change in
Contract Time,
1. Revise sub -schedules to show changes for other items of work affected by the
changes.
C. Upon completion of work under a Change Order, enter pertinent changes m Record
Documents.
PART 2 - PRODUCTS
Not Applicable
PART 3 - EXECUTION
Not Applicable
END OF SECTION
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SECTION 01050
FIELD ENGINEERING
1.01 SCOPE OF WORK
A. Provide and pay for field engineering services required for project.
1. Survey work required in execution of project.
2. Civil, structural or other professional Engineering services specified, or required
to execute Contractor's construction methods.
B. The Contractor shall retain the services of a registered land surveyor licensed in the State
of Florida:
1. Identify existing control points and property line corner stakes indicated on the
Drawings, as required.
2. Verify all existing structure locations and all proposed building and structure
corner locations, tank locations and equipment locations.
3. Maintain an accurate location of all buried piping 4 -inch in diameter and larger.
1.02 RELATED WORK
A. Standard General Conditions of the Construction Contract are included in Section 0700.
B. Summary of Work is included in Section 0 10 10.
C. Applications for Payment are included in Section 01052,
D. Contract Closeout is included in Section 01700.
1.03 SUBMITTALS
A. Submit, in accordancewith Section 01340, name and address of registered land surveyor
or professional Engineer.
B. On request of the Engineer, submit documentation to verify accuracy of field engineering
work
C. Submit certificate signed by registered Engineer or land surveyor certifying that elevations
and locations of improvements are in conformance, or non-conformance, with Contract
Documents,
D. At the end of the project, and prior to final payment, submit certified drawings with the
Surveyor's title block (signed and sealed by the registered land surveyor) of the items
listed below. Vertical Control shall conform to NGVD mean sea level datum. These
drawings shall be included with, and made a part of, the project record documents.
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1. Certified site survey at 1 -inch = 40 -feet scale or larger but not greater than 1 -inch
= 20 -feet scale, on reproducible Mylar(s) 24 -inch by 36 -inch, indicating the
building corners, sidewalks, paved areas and location of all above ground
structures within the plant or project site.
2. Certified drawing showing the location, lines and grades of all lines 4 -inch in
diameter and larger buried and exterior to buildings and other buried facilities
(e.g. valves, tanks, vaults, etc) installed as a result of the work. This shall be at the
same scale as the Engineer's yard piping drawing and submitted on reproducible
Mylar.
3. Certified survey at the same scale as the Engineer's line drawings (e.g. process
piping, force main, duct banks etc) indicating lines, grades, elevations and
coordinates at each change of direction. Provide elevations of structure bottom,
pipe invert(s) and rim elevations on all manholes.
E. Topographical surveys shall meet the following criteria:
1. 1 -inch = 100 -feet scale reproducible plot, 2 foot contours.
2. Produced on national map accuracy standards for 1 -inch = 100 -feet scale maps
with 2 foot contour intervals
3. Contractor shall submit computer generated drawing files in AutoCAD 2005
format on CD-R/RW disks. All entries shall be place on layers named to describe
the entity being mapped. All elevation information in the AutoCAD file shall be
in an appropriate three dimensional format. A digital terrain model (DTM)
AutoCAD file containing adequate three dimensional points and break lines to
accurately model the surface shall be submitted. The DTM file shall be
compatible for use with SoftDesk S.7 software.
F. Survey shall include all the requirements as outlined in Paragraph 1.06 below.
1.04 QUALIFICATIONS OF SURVEYOR OR ENGINEER
A. Registered professional Engineer or land surveyor of the discipline required for the
specific service on the project, currently licensed in the State of Florida.
1.05 SURVEY REFERENCE POINTS
A. Existing basic horizontal and vertical control points for the project are those designated on
Drawings.
B Locate and protect control points prior to starting site work and preserve all permanent
reference points during construction.
1. Make no changes or relocations without prior written notice to the Engineer.
2. Report to the Engineer when any reference point is lost or destroyed, or requires
relocation because of necessary changes in grades or locations.
3. Require surveyor to correctly replace project control points which may be lost or
destroyed.
a. Establish replacements based on original survey control.
1.06 PROJECT SURVEY REQUIREMENTS
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A. Establish a minimum of two permanent bench marks on site, refer
by survey control points.
1. Record locations, with horizontal and vertical data, on P
B. Establish lines and levels, locate and lay out, by instrumentatiu;.
means:
1. Site improvements
a. Stakes for grading, fill and topsoil placement_
b. Utility slopes and invert elevations.
2. Batter boards for structures.
3. Building foundation, column locations and floor levels.
4. Controlling lines and levels required for mechanical and electrical trades.
C. From time to time, verify layouts by same methods.
D. Establish all lines and grades prior to construction of line work for all piping 4 inches in
diameter and larger at 50 -feet increments and at defined breaks in grade.
1.07 RECORDS
A. Maintain a complete, accurate log of all control and survey work as it progresses.
B. Update the project record drawings on a monthly basis based on the work performed
during the month ending at the pay request as a condition for approval of monthly
progress payment requests.
C. Maintain an accurate record of piping changes, revisions, and modifications.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION
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SECTION 01052
APPLICATIONS FOR PAYMENT
PART 1 -GENERAL
1.01 REQUIREMENTS INCLUDED
A. Subaut Applications for Payment to Engineer in accordance with the schedule
established by Conditions of the contract and Agreement between Owner and Contractor.
B. The accepted Schedule of Values, Section 01370, shall be used as the basis for the
CONTRACTOR's Application for Payment.
1.02 RELATED REQUIREMENTS
A. In other parts of the Construction Documents:
1. Agreement between Owner and Contractor
2. General Conditions of the Contract
3. Article 14 — Payments to Contractor and Completion
B. Specified in Other Sections:
1. Summary of Work is included in Section 01010.
2. Contract Closeout is included in Section 01700.
1.03 FORMAT AND DATA REQUIRED
A. Submit itemized applications typed in a format approved by Engineer. All applications
for payment must be numbered, dated, and signed by the Contractor.
B. Provide itemized data on payment application (format, schedules, line items and values
accepted by Engineer).
1.04 ' PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT
A. Application Form:
1. Fill in required information, including that for Change Orders executed prior to
the date of submittal of application
2. Fill in summary of dollar values
3. Execute certification with the signature of a responsible officer of the contract
firm
4. Have resident project representative review and sign application prior to
submission to Engineer
1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS
A. When the Owner or the Engineer requires substantiating data, Contractor shall submit
suitable information, with a cover letter identifying:
1. Project
2. Application number and date
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3. Detailed list of enclosures
4. For stored products:
a. Item number and identification
b. Description of specific material
B. Submit one copy of data and cover letter for each copy of application.
1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT
A. Application for payment is required for progress payments
B. Only one application will be acceptable in any one month
1.07 SUBMITTAL PROCEDURE
A. Submit Applications for Payment to Engineer at the time stipulated in the Agreement
B. Number: Five copies of each progress Application
C. When Engineer finds the Application properly completed and correct, he will transmit the
applications for payment to the Owner
PART 2 — PRODUCTS
Not applicable
PART 3 — EXECUTION
Not applicable
END OF SECTION
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SECTION 01060
REGULATORY REQUIREMENTS AND NOTIFICATION
PART 1 - GENERAL
1.01 PERMITS REQUIRED
A. Florida Department of Environmental Protection: The water plant construction permit
from the Florida Department of Environmental Protection (FDEP) for the project has been
issued.
B. Building Permits: The County is currently in the process of obtaining a site plan
approval permit for the site and expects to obtain the permit prior to Notice of Award.
The Contractor is required to obtain all applicable local building permits from the
County, such as concrete, plumbing, and electrical permits. The cost of these permits is
to be drawn from an allowance to be included in the bid amount. Unused portions of the
allowance for permits is to be returned to the County by final change order in the form of
a deduct. Permit fees in excess of the allowance will be compensated by means of
change order process.
C. Other Permits Required: The Contractor is responsible for obtaining any temporary
discharge permits that may be required by local drainage districts.
1.02 NOTIFICATION
A. Indian River County: The Contractor is required to notify the Indian River County Utilities
Department 48 hours prior to initiating construction (Mike Hotchkiss, 772426-1835).
B. Utility Companies: Contractor shall notify the following known utility companies in the
area 48 hours prior to initiating construction:
U.N.C.L.E., 1-800-432-4770
Southern Bell Telephone, W.G. Gallagher, 561468-5538
TO Cablevision, Craig Bowers, 561-567-3444 Ext. 51
A list of contacts can be obtained by contacting (Mike Hotchkiss, 772-226-
1835),
C. The Contractor shall give the Owner not less than seven (7) calendar days notice of the
time and place (or places) where he will start the work.
1 When the Contractor's operations encounter prehistoric remains or artifacts1
historical or archeological significance,the operations shall 1' ternporarilydiscontinued
that area and the Engineer neesball 1" notified. 1' Fmigineerarchaeological
authorities and detaninedisposition 1 the remainsor artifacts.The Contractor agrees
delaysthat he will make no claim for additional payment or for extension of time because of any
1alteration
1 1' 1 1 his procedure 1 1 removal1 :11 such remainsor artifacts,
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PART 2 - PRODUCTS
Not applicable
PART 3 - EXECUTION
Not applicable
END OF SECTION
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SECTION 01090
REFERENCE STANDARDS
PART 1 — GENERAL
1.01 REQUIREMENTS INCLUDED
Abbreviations and acronyms used in Contract Documents to identify reference standards.
1.02 QUALITY ASSURANCE
A. Application: When a standard is specified by reference, comply with requirements and
recommendations stated in that standard, except when requirements are modified by the
Contract Documents, or applicable codes establish stricter standards.
B. Publication Date: The publication in effect on the date of issue of Contract Documents,
except when a specific publication date is specified.
1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OR ORGANIZATIONS
A. Obtain copies of reference standards direct from publication source, when needed for
proper performance of work, or when required for submittal by Contract Documents.
B. The following, as appropriate to project, is a list of referenced standards and their mailing
addresses for requesting copies of standards:
AA Aluminum Association
818 Connecticut Avenue, NW
Washington, D.C. 20006
AABC Associated Air Balance Council
1000 Vermont Avenue, NW
Washington, D.C. 20005
AASHTO American Association of State
Highway and Transportation Officials
444 North Capitol Street, NW
Washington, D.C. 20001
ACI American Concrete Institute
Box 19150
Redford Station
Detroit, W 48219
ADC Air Diffusion council
435 North Michigan Avenue
Chicago, IL 60611
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AI Asphalt Institute
Asphalt Institute Building
College Park, MD 20740
AISC American Institute of Steel Construction
1221 Avenue of the Americas
New York, NY 10020
AISI American Uon and Steel Institute
1000 16`s Street, NW
Washington, D.C., 20036
AMCA Air Movement and Control Association
30 West University Drive
Arlington Heights, IL 60004
ANSI American National Standards Institute
1430 Broadway
New York, NY 10018
ARI Air Conditioning and Refrigeration Institute
1815 North Fort Myer Drive
Arlington, VA 22209
ASHRAE American Society of Heating, Refrigeration and
Air Conditioning Engineers
345 East 470' Street
New York, NY 10017
ASME American Society of Mechanical Engineers
345 East 470' Street
New York, NY 10017
ASPA American Sod Producers' Association
Association Building
Ninth and Minnesota
Hastings, NE 68901
ASSE American Society of Sanitary Engineers
960 Illuminating Building
Cleveland, OH 44113
ASTM American Society for Testing and Materials
1916 Race Street
Philadelphia, PA 19103
AWI Architectural Woodwork Institute
2310 South Walter Reed Drive
Arlington, VA 22206
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AWPA American Wood -Preservers Association
7735 Old Georgetown Road
Bethesda, MD 20014
AWS Amencan Welding Society
2501 NW 7m Street
Miami, FL 33125
AWWA American Water Works Association
6666 W. Quincy Avenue
Denver, CO 80235
CDA Copper Development Association
57m Floor, Chrysler Building
405 Lexington Avenue
New York, NY 10017
CLFMI Chain Link Fence Manufacturers Institute
1101 Connecticut Avenue
Washington, D.C. 20036
CRSI Concrete Reinforcing Steel Institute
180 North LaSalle Street, Suite 2110
Chicago, IL 60601
FDOT Florida Department of Transportation
Haydon Burns Building
605 Suwannee Street
Tallahassee, FL 32301
FM Factory Mutual System
1151 Boston -Providence Turnpike
Norwood, MA 02062
FS Federal Specifications
General Services Administration
Specifications and Information Distribution Section
(WFSIS)
Washington Navy Yard, Bldg. 197
Washington, D.C. 20407
GA Gypsum Association
1603 Orrington Avenue
Evanston, IL 60201
N1FMA Maple Flooring Manufacturers Association
2400 East Devon, Suite 205
Des Plaines, IL 60018
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MIL Military Specification
Naval Publications and Forms Center
5801 Tabor Avenue
Philadelphia, PA 19120
MLSFA Metal Lath / Steel Framing Association
221 North LaSalle Street
Chicago, IL 60601
NAAMM National Association of Architectural Metal Manufacturers
221 North LaSalle Street
Chicago, IL 60601
NEBB National Environmental Balancing Bureau
8224 Old Courthouse Road
Vienna, VA 22180
NEMA National Electrical Manufacturers Association
2101 L Street, NW
Washington, D.C. 20037
NFPA National Fire Protection Association
470 Atlantic Avenue
Boston, MA 02210
NFPA National Forest Products Association
1619 Massachusetts Avenue, NW
Washington, D.C. 20036
NOFMA National Oak Flooring Manufacturers Association
804 Sterick Building
Memphis, TN 38103
NSF National Sanitation Foundation
NSF Building
3475 Plymouth Road
Ann Arbor, MI 48106
NSWMA National Solid Waste Management Association
1120 Connecticut Avenue, NW
Washington, D.C. 20036
NTMA National Terrazzo and Mosaic Association
3166 Des Plaines Avenue
Des Plaines, IL 60018
PCA Portland Cement Association
5420 Old Orchard Road
Skokie, EL 20076
i
044572017
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PCI Prestressed Concrete Institute
20 North Wacker Drive
Chicago, IL 60606
PS Product Standard
U.S. Department of Commerce
Washington, D.C. 20203
RCSHSB Red Cedar Shingle and Handsplit Shake Bureau
515 116'b Avenue
Bellevue, WA 98004
SDI Steel Deck Institute
Box 3812
St. Louis, MO 63122
SDI Steel Door Institute
712 Lakewood Center North
Cleveland, OH 44107
SIGMA Sealed Insulating Glass Manufacturers Association
111 East Wacker Drive
Chicago, IL 60601
SJI Steel Joint Institute
1703 Parham Road, Suite 204
Richmond, VA 23229
SMACNA Sheet Metal and Air Conditioning Contractor's
National Association
8224 Old Courthouse Road
Vienna, VA 22180
TCA Technical Aid Series Construction Specifications Institute
1150 Seventeenth Street, NW
l _ Washington, D.C. 20036
I TCA Tile Council of America, Inc.
Box 326
\ Princeton, NJ 08540
UL Underwriters Laboratories, Inc.
333 Pfingston Road
J Northbrook, II, 60062
1
PART 2 - PRODUCTS
Not Applicable.
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PART 3 - EXECUTION
Not Applicable
END OF SECTION
(Remainder of Page Intentionally Left Blank)
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SECTION 01170
SPECIAL PROVISIONS
PART i — GENERAL
1.01 INSTALLATION OF EQUIPMENT
A. Special care shall be taken to ensure proper alignment of all equipment with particular
reference to the pumps and electric drives. The units shall be carefully aligned on their
foundations by qualified millwrights after their sole plates have been shimmed to true
alignment at the anchor bolts. The anchor bolts shall be set in place and the nuts tightened
against the shims. After the foundation alignments have been completed, the bedplates or
wing feet of the equipment shall be securely bolted in place. The alignment of equipment
shall be further checked after securing to the foundations, and after conformation of all
alignments, the sole plates shall be finally grouted in place. The Contractor shall be
responsible for the exact alignment of equipment with associated piping and under no
circumstances, will "pipe springing" be allowed.
B. All wedges, shims, filling pieces, keys, packing, grout, or other materials necessary to
properly align, level and secure apparatus in place shall be furnished by the Contractor.
All parts intended to be plumb or level must be proven exactly so. Perform all grinding
necessary to bring parts to proper bearing after erection.
i
1.02 SLEEVES AND OPENINGS
A. Provide all openings, channels, chases, etc, in new construction and furnish and install
anchor bolts and other items to be embedded in concrete, as required to complete the work
under this Contract. Perform all cutting, coring and rough and finish patching required in
existing construction for the work of all trades.
B. Subcontractors shall furnish all sleeves, inserts, hangers, anchor bolts, etc, required for the
execution of their work. It shall be their responsibility before the work of the Contractor is
begun to famish him with the above items and with templates, drawings or written
information covering chases, openings, etc, which they require and to follow up the work
of the Contractor as it progresses, making sure that their drawings and written instructions
are carried out. Failing to do this, they shall be responsible for the cost of any corrective
i measures which may be required to provide necessary openings, etc. If the Contractor fails
i to carry out the directions given him, covering details and locations of openings, etc, he
shall be responsible for any cutting and refinishing required to make the necessary
corrections. In no case shall beams, lintels, or other structural members be cut without the
approval of the Engineer.
1.03 RELOCATION
A. The Contractor shall be responsible for the relocation of structures, including but not
limited to light poles, signs, sign poles, fences, piping, conduits and drains that interfere
with the positioning of the work as set out on the Drawings. The cost of all such
1
( 044572017
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relocations shall be included in the bid for the project and shall not result in any additional
cost to the Owner.
1.04 GREASE, OIL AND FUEL
A. All grease, oil, and fuel required for testing of equipment shall be furnished with the
respective equipment. The Owner shall be fumished with a year's supply of all required
lubricants including grease and oil of type recommended by the manufacturer with each
item of equipment supplied under Divisions 11, 14, 15, 16, and 17.
1.05 TOOLS
A. Any special tools (including grease guns or other lubricating devices) which may be
necessary for the adjustment, operation and maintenance of any equipment shall be
furnished with the respective equipment.
B. Tools shall be famished in heavy steel tool boxes complete with lock and duplicate keys.
1.06 POWER SUPPLY
A. Unless otherwise specified, all motors % Hp and larger shall be designed for a power
supply of 460 Volts, 3 Phase, 60 Hz, and all motors %3 Hp and smaller shall be designed
for a power supply of 120 Volts, single phase, 60 Hz.
1.07 POWER FACTOR CORRECTION CAPACITORS
A. All single and multi speed three phase induction motors 5 Hp and larger shall be furnished
with factory provided power factor correction capacitors.
Be Capacitors shall be sized by the manufacturers such that over voltage due to self excitation
will be prevented and transient torques limited to normal values. Full load power factor
shall be corrected to not less than 0.95 where such correction will not violate the
provisions of NEC Article 460.
C. Capacitor enclosures shall be compatible with those specified for their respective motors.
D. Capacitors shall be dry or oil insulated with integral fuse protection and discharge resistor.
The insulating medium -shall be non-flammable and meet U.S. Environmental Protection
Agency Standards,
E. Capacitors shall be installed under Division 16,
1.08 ARCHITECTURAL COATINGS
A Maintain coordination among all Sections (windows, window walls, louvers, doors and
frames, etc.) requiring PGVF, PVC or anodic coatings. All coatings shall match to the
satisfaction of the Engineer with regard to color and texture. Items rejected by the
Engineer shall promptly be removed from the job site.
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i
1.09 PIPE MARKING
A. Pipe marking is included in Division 9, but it shall be the Contractor's responsibility to
assist, as required by the Owner, in identifying pipe contents, direction of flow and all else
required for proper marking of pipe.
1.10 VALVE IDENTIFICATION
A. The Contractor shall prepare a valve schedule for all valves required for the work showing
a number, the location, type, function, and normal operating position, for each valve. The
schedule shall be submitted to the Engineer for approval not less than 30 days prior to
start-up.
B. The Contractor shall furnish tags for all valves required for the work. Valve tags shall be
2 -in diameter, 19 gauge, brass or plastic, with brass hooks suitable for attaching the tag to
the valve operator. Tags shall be stamped or etched with the valve number and the
information on the valve schedule coded in a system provided by the Owner. Submit two
samples of the type of tag proposed and the manufacturer's standard color chart and letter
styles to the Engineer for approval.
C. The Contractor shall install valve tags on all valves required for the Work.
1.11 NOISE LIMITATIONS
A. All equipment to be furnished under this Contract, unless specified otherwise in the
technical specifications, shall be designed to ensure that the sound pressure level does not
exceed 85 decibels over a frequency range of 37.8 to 9600 cycles per second at a distance
of 3 -ft from any portion of the equipment, under any load condition, when tested using
standard equipment and methods. Noise levels shall include the noise from the motor.
Mufflers or external baffles shall not be acceptable for the purpose of reducing noise. Data
on noise levels shall be included with the shop drawing submittal.
1.12 SPARE PARTS
A. Where spare parts are specified in the technical Sections, fiunish all spare parts
recommended by the manufacturer or system supplier for one year of service. In addition,
Furnish all spare parts.itemized in each Section.
B. Collect and store all spare parts in an area to be designated by the Owner. Furnish the
Owner with an inventory listing all spare parts, the equipment they are associated with, the
name and address of the supplier and the delivered cost of each item. Copies of actual
invoices for each item shall be furnished with the inventory to substantiate the delivery
cost.
C. Spare parts shall be packed in cartons, properly labeled with indelible markings with
complete descriptive information including manufacturer, part number, part name and
equipment for which the part is to be used and shall be properly treated for one year of
storage.
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1.13 HURRICANE PREPAREDNESS PLAN
A. Within 30 days of the date of Notice to Proceed, submit a Hurricane Preparedness Plan to
the Engineer and the Owner for approval. The Plan shall describe in detail the necessary
measures which the Contractor will perform, at no additional costs to the Owner, in case
of a hurricane warning. Revise Plan as required by the Engineer and Owner.
1.14 WEATHER PROTECTION
A. In the event of inclement weather, the Contractor shall protect the Work and materials
from damage or injury from the weather. If, in the opinion of the Owner, any portion of
the Work or materials has been damaged by reason of failure on the part of the Contractor
to so protect the Work, such Work and materials shall be removed and replaced with new
materials and Work to the satisfaction of the Owner.
1.15 PROVISIONS FOR CONTROL OF EROSION
A. Sufficient precautions shall be taken during construction to minimize the run-off of
polluting substances such as silt, clay, fuels, oils, bitumens, calcium chloride, or other
polluting materials harmful to humans, fish, or other life, into the supplies and surface
waters of the State. Control measures must be adequate to assure that turbidity in the
receiving water will not be increased more than 10 nephelometric turbidity units (NTU),
or as otherwise required by the State or other controlling body, in water used for public
water supply or fish unless limits have been established for the particular water. In surface
water used for other purposes, the turbidity must not exceed 25 NTU unless otherwise
permitted. Special precautions shall be taken in the use of construction equipment to
prevent operations which promote erosion.
1.16 WARRANTIES
A. Unless specified otherwise in the Contract Documents, all equipment supplied under these
Specifications shall be warranted by the Contractor and the equipment Manufacturers for a
minimum period of one (1) year. Warranty period shall commence on the date of Owner
acceptance.
B. The equipment shall be warranted to be free from defects in workmanship, design, and
materials. If any part of the equipment should fail during the warranty period, it shall be
replaced in the machine(s) and the unit(s) restored to service at no expense to the Owner.
Co The Manufacturer's warranty period shall run concurrently with the Contractor's warranty
or guarantee period. No exception to this provision shall be allowed. The Contractor shall
be responsible for obtaining equipment warranties in accordance with Section 01740 from
each of the respective suppliers or Manufacturers for all the equipment specified under
Divisions 11, 14, 15, 16, and 17.
D. In the event that the Manufacturer is unwilling to provide a one year warranty
commencing at the time of Owner acceptance, the Contractor shall obtain from the
Manufacturer a two (2) year warranty starting at the time of equipment delivery to the job
site. This two-year warranty shall not relieve the Contractor of the one-year warranty
starting at the time of Owner acceptance of the equipment.
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1. 17 CONNECTIONS TO EXISTING SYSTEMS
A. The Contractor shall perform all work necessary to locate, excavate and prepare for
connections to the existing reverse osmosis water treatment plant as shown on the
Drawings or where directed by the Owner. The cost for this work and for the actual
connection to the existing reverse osmosis water treatment plant shall be included in the
bid for the project and shall not result in any additional cost to the Owner.
B. It is the responsibility of the Contractor to expose as required, the existing pipes at the
tie-in locations and, if necessary, any buried utilities in the immediate area of the tie-in
that may affect the installation of new pipe as shown on the Drawings. Contractor is fully
responsible for ordering any additional material, such as fittings and restrained pipe that
may be needed to avoid existing buried utilities should such material not be shown on the
Drawings or included in the Schedule of Prices. The Contractor may not schedule any
tie-in activity until such additional material is on site and a specific detailed plan is
approved by the Engineer in accordance with Section 01014.
1.18 OBSTRUCTIONS
A. The attention of the Contractor is drawn to the fact that during excavation at the Project
site, the possibility exists of the Contractor encountering various water, chemical,
electrical, or other lines not shown on the Drawings. The Contractor shall exercise
extreme care before and during excavation to locate and flag these lines so as to avoid
damage to the existing lines. Should damage occur to an existing line, the Contractor shall
repair the line at no cost to the Owner.
B. It is the responsibility of the Contractor to ensure that all utility or other poles, the stability
of which may be endangered by the close proximity of excavation, are temporarily stayed
in position while work proceeds in the vicinity of the pole and that the utility or other
companies concerned be given reasonable advance notice of any such excavation by the
Contractor.
1.19 PROVISIONS FOR THE CONTROL OF DUST AND LITTER
A. Sufficient precautions shall be taken during construction to minimize the amount of dust
created. Wetting down the site may be required or as directed by the Owner to prevent
dust as a result of vehicular traffic. Control of blowing litter caused by any regrading by
the Contractor shall be the responsibility of the Contractor.
1.20 ON SITE STORAGE
A. The Contractor's attention is invited to special storage requirements and possible charges
for noncompliance of on-site storage requirements for materials and equipment as
specified in Section 01610.
1.21 EMERGENCY PHONE NUMBERS AND ACCIDENT REPORTS
A. Emergency phone numbers (fire, medical, police, and Contractor's emergency after hours
number) shall be posted at the Contractor's phone and its locations be made to known to
all.
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B. Accidents shall be reported immediately to the Engineer by messenger or phone.
C. All accidents shall be documented by the Contractor and a fully detailed written report
submitted by the Contractor to the Engineer after each accident.
1.22 TRAFFIC CONTROL
A. The Contractor shall ensure that vehicular flow is maintained in a safe manner and shall
adhere to all State and Local requirements for maintenance of traffic, safety precautions, and
lighting. Should the Owner request the preparation and submittal of a traffic maintenance
and/or safety plan, the Contractor will do so, at no additional cost to the Owner, within 21
days of receipt of request.
1.23 WORK ADJACENT TO UTILITY FACILITIES
A. The attention of the Contractor is drawn to existing overhead and underground utility facilities
in the area of the Work. The Contractor shall protect all existing utility transmission and
distribution facilities throughout the period of construction and shall notify the offices all
utility companies at least 72 hours prior to the start of any construction.
B. It is the full and complete responsibility of the Contractor to determine the exact location of all
overhead and underground utility transmission and distribution facilities in the area of the
Work whether or not they are indicated on the Drawings.
1.24 SALVAGE
A. Any existing equipment or material, including but not limited to, valves, pipes, fittings,
couplings, etc., which is removed or replaced as a result of construction under this project
may be designated as salvage by the Engineer or Owner and if so shall be excavated, if
necessary, and shall be cleaned and stored on or adjacent to the site in a protected place
specified by the Owner or loaded into trucks provided by the Owner. Any equipment or
material not worthy of salvaging, as directed by the Owner, shall be disposed of by the
Contractor at a suitable location at the Contractor's expense.
1.25 POTABLE WATER FOR TESTING AND CONSTRUCTION
A. The Contractor shall be responsible for obtaining a temporary water meter from the Owner
for the metering of the potable water used during :testing and construction. The Owner
shall provide this water at no cost to the Contractor, as long as the water is used at the
project site exclusively. The Owner will perform daily tracking of water usage volumes.
1.26 DISINFECTION
A The Contractor shall clean, disinfect, and bacteriologically test and clear in accordance
with Chapters 17-550, 17-555, and 17-560 of the Florida Administrative Code (FAC) and
the local Health Department requirements, all water supply facilities affected by this
project which shall come into contact with raw water, water being treated or treated water
prior to placing the facility in operation. The above statement shall apply to both new
facilities installed, and existing facilities which are to be impacted.
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1
B. The Contractor shall employ a disinfection method approved by the Engineer and Owner,
and shall fully satisfy the Owner that adequate disinfection has been achieved prior to
placing a facility on-line.
C. The Contractor, in the presence of the Owner, will be responsible for the collection of all
water samples. The samples shall be collected in accordance with best management
processes in Chapter 17-550, 17-555 and 17-560, F.A.C. and submitted to a NELAC
approved analytical laboratory for analyses of the required constituents.
D. The cost of all disinfection work shall be included in the Lump Sum Bid and the
Contractor shall pay for all bacteriological clearance tests.
1.27 SERVICES OF MANUFACTURERS' FIELD SERVICE TECHNICIAN
A. Bid prices of equipment furnished under Divisions 11, 14, 15, 16, and 17 shall include the
cost of a competent field service technician of the Manufacturers of all equipment to
supervise the installation, adjustment, and testing of the equipment and to instruct the
Owner's operating personnel on operation and maintenance. The approved Manufacturer's
operation and maintenance data as specified in Section 01730 shall be delivered to the
Engineer prior to instructing the Owner's personnel. This supervision may be divided into
two or more time periods as required by the installation program or as directed by the
Engineer.
B. After installation of the equipment has been completed and the equipment is presumably
ready for operation, but before it is operated by others, the Manufacturer's field service
technician shall inspect, operate, test and adjust the equipment. The inspection shall
include at least the following points where applicable:
1. Soundness (without cracked or otherwise damaged parts).
2. Completeness in all details, as specified and required.
3. Correctness of setting, alignment, and relati4e arrangement of various parts.
4. Adequacy and correctness of packing, sealing, and lubricants.
5. Calibration and adjustment of all related instrumentation and controls.
6. Energize equipment.
7. Deficiency correction
8. Demonstration of compliance with application performance specification.
C. The operation, testing, and adjustment shall be as required to prove that the equipment has
been left in proper condition for satisfactory operation under the conditions specified.
D. Upon completion of this work, the Manufacturer's field service technician shall submit, in
triplicate, to the Engineer a complete, signed report of the results of his inspection,
operation, adjustments, and tests. The report shall include detailed descriptions of the
points inspected, tests and adjustments made, quantitative results obtained if such are
specified, and suggestions for precautions to be taken to ensure proper maintenance.
E. Each equipment Manufacturer shall provide instruction to the Owner's operating
personnel. Training shall not be performed until the requirements of paragraph B, C and D
above have been fully satisfied and any specified performance testing completed. Training
shall be provided for the number of days specified in each equipment Section of these
Specifications. Training shall be provided on an &hour per day basis. Partial days (less
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than eight (8) full working hours) shall not be credited toward the specified durations.
Training shall not be concurrent with on-going testing debugging or installation activities;
but shall be a separate activity devoted exclusively to the instruction of the Owner's
personnel in the operation and maintenance of the Manufacturer's equipment. Training
shall be performed by qualified representatives of each equipment Manufacturer
specifically skilled in providing instruction to operation personnel. Training shall provide
an overview of operations and maintenance requirements and shall include but not be
limited to:
1. Description of unit and component parts,
2. Operating capabilities and performance criteria,
3. Operating procedures,
4. Maintenance procedures,
5. Servicing and lubrication schedules,
6. Troubleshooting, and
7. Electrical instrumentation and control requirements and interface as a minimum.
The operating and maintenance data to be provided in accordance with
Specification Section 01730 shall be used as a basis for training.
F. A certificate from the Manufacturer stating that the installation of the equipment is
satisfactory, that the unit has been satisfactorily tested, is ready for operation, and that the
operating personnel have been suitably instructed in the operation, lubrication, and care of
the unit shall be submitted before start-up and acceptance by the Owner. The certificate
shall indicate date and time instruction was given and names of operating personnel in
attendance. This certification shall be submitted on the certification sheet, the form of
which is at the end of this section.
G. See the detailed Specifications for additional requirements for furnishing the services of
the Manufacturer's field service technician.
H. For equipment furnished under Divisions other than i 1, 140 15, 16, and 17, the
Contractor, unless otherwise specified, shall furnish the services of accredited field
services technicians of the Manufacturer only when some evident malfunction or
over -heating makes such services necessary in the opinion of the Engineer.
1.28 OPERATING AND MAINTENANCE DATA
A. Operating and maintenance data covering all equipment furnished shall be delivered
directly to the Port St. Lucie office of Kimley-Horn and Associates, Inc., for approval
within 60 days of shop drawing approval of each piece of equipment. No payment shall be
made for equipment installed or stored on-site until the Engineer has approved the
adequacy and completeness of the operating and maintenance data. Data shall be prepared
and submitted in full conformance with Section 01730. Final approved copies of operating
and maintenance data shall have been delivered to the Engineer on Owner's behalf two
weeks prior to scheduling the instruction period with the Owner.
END OF SECTION
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I
SECTION 01200
PROJECT MEETINGS
PART 1 - GENERAL
1.01
1.02
1.03
REQUIREMENTS INCLUDED
A. The Contractor shall cooperate and coordinate with the Resident Project Representative to
schedule and administer pre -construction meeting, periodic progress meetings and
specially called meetings throughout progress of the work.
1. Prepare agenda for meetings.
2. Make physical arrangements for meetings.
3. Preside at meetings.
4. Record the minutes; include significant proceedings and decisions.
5. Reproduce and distribute copies of minutes within 15 working days after each
meeting.
a. To participants in the meeting.
b. To Owner, Engineer, and other parties affected by decisions made at the
meeting.
B. Representatives of Contractors, Owner, Subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
C. Attend meetings to ascertain that work is expedited consistent with Contract Documents
and construction schedules.
RELATED REQUIREMENTS
A. Instructions to Bidders are included in Section 00100,
B. Construction Schedules are included in Section 01311.
C. Shop Drawings, Worldng Drawings and Samples are included in Section 01340:
D. Contract Closeout is included in Section 01700.
E. Operating and Maintenance Data is included in Section 01730.
PRE -CONSTRUCTION MEETING
B. Location: A central site, convenient for all parties, designated by the Owner.
C. Attendance
1. Owners Representative.
2. Engineer and his/her professional consultants.
3. Resident Project Representative,
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1.04
4. Contractor's Superintendent.
5. Major Subcontractors.
6. Major suppliers.
7. Utilities
8. Others as appropriate.
D. Suggested Agenda
1. Distribution and discussion of:
a. List of major Subcontractors and suppliers_
b. Projected Construction Schedules.
2. Critical work sequencing.
3. Major equipment deliveries and priorities.
4. Project Coordination.
a. Designation of responsible personnel.
b. Contractor, Owner, Engineer, and Resident Project Representative
responsibilities.
5. Procedures and processing of.
a. Field decisions.
b. Proposal requests.
c. Submittals.
d. Change Orders.
e. Applications for Payment.
6. Adequacy of distribution of Contract Documents.
7. Procedures for maintaining Record Documents.
8. Use of premises:
a. Office, work and storage areas.
b. Owner's requirements.
9. Construction facilities, controls and construction aids.
10. Temporary utilities.
11. Housekeeping procedures.
PROGRESS MEETINGS
A. Schedule regular periodic meetings. The progress meetings will be held every 30 days
with the first meeting 30 days after the pre -construction meeting or 30 days after the date
of Notice to Proceed.
B. Hold called meetings as required by progress of the work.
C. Location of the meetings: Project field office of Contractor or Resident Project
Representative.
D. Attendance
1, Contractor
2. Owner's representatives
3. Engineer and his/her professional consultants as needed.
4. Subcontractors as appropriate to the agenda.
5. Suppliers as appropriate to the agenda.
6. Others as appropriate.
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C
W& N a 6 ' . I .
1. Review, approval of minutes of previous meeting.
2. Review of work progress since previous meeting.
3. Field observations, problems and conflicts.
4. Problems which impede Construction Schedule.
5. Review of off-site fabrication, delivery schedules.
6. Corrective measures and procedures to regain projected schedule.
7. Revisions to Construction Schedule.
8. Progress, schedule, during succeeding work period.
9. Coordination of schedules.
10. Review submittal schedules; expedite as required.
11. Maintenance of quality standards.
12. Pending changes and substitutions.
13. Review proposed changes for:
a. Effect on Construction Schedule and on completion date.
b. Effect on other contracts of the project.
14. Other business.
15. Construction schedule.
16. Critical/long lead items.
F. Attend progress meetings and is to study previous meeting minutes and current agenda
items, in order to be prepared to discuss pertinent topics such as deliveries of materials and
equipment, progress of the work, etc.
G. Provide a current submittal log at each progress meeting in accordance with Section
01300,
PART 2 — PRODUCTS (NOT USED)
PART 3 — EXECUTION (NOT USED)
END OF SECTION
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('Phis Page Intentionally Left Blank)
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SECTION 01311
CONSTRUCTION SCHEDULES
PART 1 — GENERAL
1.01 REQUIREMENTS INCLUDED
A. Promptly after award of the Contract, Contractor shall prepare and submit to the Owner
and Engineer estimated construction progress for the Work, with sub -schedules of related
activities which are essential to its progress.
B. Coordinate the work and scheduling with and around other Contractors and individual
trades performing work on the Project.
C. Submit revised progress schedules with each application for payment.
D. Progress Schedule shall become part of Contract Documents after approval by Owner.
1.02 RELATED REQUIREMENTS
A. In other parts of the Contract Documents:
1. General Conditions:
a. Articles 2 and 6 — Schedules, Reports, and Records
b. Sections 6.01 and 6.02 — Supervision by Contractor
C, Article 15 — Supervision of Work, Termination, and Delay
Be Specified in other sections:
1. Summary of Work is included in Section 01010.
2. Submittals is included in Section 01340.
1.03 FORM OF SCHEDULES
A. Prepare schedules in the form of a horizontal bar chart as follows.
1. Provide separate horizontal bar for each trade or operation
2. Horizontal time scale: Identify the first work day of each week.
3. Scale and spacing: To allow space for notations and future revisions.
4. Minimum sheet size: 24 inch by 36 inch
B. Format of listings: The chronological order of the start of each item of work.
Ce Identification of listings: By major specification section numbers.
1.04 CONTENT OF SCHEDULES
A. Construction Progress Schedule shall:
1. Show the complete sequence of construction by activity.
2. Show the dates for the beginning and completion of each major element of
construction; specifically list (at a minimum):
a. Subcontractor work
b. Site Grading/Drainage
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C. Yard Piping Installation
d. Each Major Structure or System and Associated Piping and Equipment
e. Each Chemical Feed System
f. Electrical Systems Installation and Programrning
g. System Startup and Testing
h. Site Restoration and Cleanup
3. Show projected percentage of completion for each item, as of the first day of
each month.
4. Show projected dollar cash flow requirements for each month of construction.
1.05 PROGRESS REVISIONS
A. Indicate progress of each activity to date of submission
Be Show changes occurring since previous submission of Schedule:
1. Major changes in scope.
2. Activities modified since previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
C. Provide a narrative report as needed to define:
1. Problem areas, anticipated delays, and the impact on the schedule.
2. Corrective action recommended, and its effect.
3. The effect of changes on schedules of other prime Contractors.
1.06 SUBMISSIONS
A. Submit initial schedules within ten (10) days after award of Contract; Owner and
Engineer will review schedules for information only. Submit to Owner and Engineer,
one (1) reproducible transparency, five (5) blueline prints and one (1) computer CD of
the initial schedule.
Be Submit to the Owner and Engineer, one (1) reproducible transparency, five (5) blueline
prints and one (1) computer CD of the revised schedule within 14 calendar days of
approval of the initial schedule.
C. Submit revised progress schedules with each application for payment or monthly,
whichever is the shortest period. Submit one (1) blueline print of the previous schedule
with annotations showing status and changes, one (1) reproducible transparency, and one
(1) computer CD of the updated schedule. Along with the updated schedules, submit:
1. A narrative report.
2. An updated summarized milestone schedule to reflect current project status.
Identify any changes invoked or contemplated to the original program plan.
1.07 DISTRIBUTION
A. Distribute copies of approved schedules to:
1. Owner
2, Engineer
3. Job site file
4. Subcontractors
5. Other concerned parties
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6. Owner (two copies)
B. Instruct recipients to report promptly to the Contractor, in writing, any problems
anticipated by the projections shown in the schedule.
PART2-PRODUCTS
Not Applicable
PART 3 - EXECUTION
3.01 RESPONSIBILITY FOR SCHEDULE COMPLIANCE
A. The Contractor agrees that whenever it becomes apparent from the current monthly
schedule that delays to the critical path have resulted, and hence, that the contract
completion date will not be met or when so directed by the Owner, he will take some or
all of the following actions at no additional cost to the Owner, submitting to the Owner
for approval, a written statement of the steps he intends to take to remove or arrest the
delay to the critical path in the approved schedule.
1. Increased construction manpower in such quantities and crafts as will
substantially eliminate, in the judgment of the Owner's representative, the
backlog of Work.
2. Increase the number of working hours per shift, shifts per working days per
week, the amount of construction equipment, or any combination of the
foregoing, sufficiently to substantially eliminate, in the judgment of the Owner's
representative, the backlog of work.
3. Reschedule activities to achieve maximum practical concurrency of
accomplishment of activities, and comply with the revised schedule.
4. Costs incurred by the Owner arising from such lengthening of hours, including
furnishing of Inspectors, shall be the Contractor's responsibility and shall be
deducted from monies due him. Failure of the Contractor to comply with the
requirements of the Owner's representative may be grounds for determination by
the Owner that the Contractor is not proceeding at such rates as will insure
completion within the specified time and may result in. the termination of the
right of the Contractor to continue the Work.
3.02 ADJUSTMENT OF CONTRACT SCHEDULE AND COMPLETION TIlAE
A. If the Contractor desires to make changes in his method of operating which affect the
approved schedule, he shall notify the Owner in writing stating what changes are
proposed and the reason for the change. If the Owner approves these changes, the
Contractor shall revise and submit for approval, without additional cost to the Owner, all
of the affected portion of the schedule. The schedule shall be adjusted by the Contractor
only after prior approval of his proposed changes by the Owner.
B. Adjustments may consist of changing portions of the activity sequence and/or activity
durations, division of approved activities, or other adjustments as may be approved by the
Owner. The addition of extraneous, non -working activities and/or activities which add
unapproved restraints to the schedule shall not be approved.
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C. If the completion of any activity, whether or not critical, falls more than 100 percent
behind its approved duration, the Contractor shall submit for approval a schedule
adjustment showing each such activity divided into two activities reflecting completed
versus uncompleted work.
D. Shop drawings which are not approved on the first submittal or within the scheduled time
shall be immediately rescheduled, as well as pipelines and tanks which do not pass leak
tests.
E. The contract completion time will be adjusted only for causes specified in this contract.
In the event the Contractor requests an extension of any contract completion date, he
shall furnish such justification and supporting evidence as the Engineer may deem
necessary for determination as to whether the Contractor is entitled to an extension of
time under the provisions of the contract. Engineer will, after receipt of such justification
and supporting evidence make findings of fact and will advise the Contractor in writing
thereof. If the Engineer finds that the Contractor is entitled to any extension of any
contract completion date under the provisions of this contract, the Engineer's
determination as to the total number of days of extension shall be based upon the
currently approved schedule and on all data relevant to the extension. Such data shall be
included in the next monthly updating of the schedule. The Contractor acknowledges and
agrees that actual delays in activities which, according to the schedule, do not affect any
contract completion date shown by the critical path in the schedule do not have any affect
on the contract completion date or dates, and therefore, will not be the basis for a change
therein.
F. From time to time it may be necessary for the contract schedule and/or completion time
to be adjusted by the Engineer to reflect the effects of job conditions, weather, technical
difficulties, strikes, unavoidable delays on the part of the Owner or his representatives,
and other unforeseeable conditions which may indicate schedule adjustments and/or
completion time extension. Under such conditions, the Contractor shall reschedule the
work and/or contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly. No additional compensation shall be
made to the Contractor for such schedule changes except for unavoidable overall contract
time extensions beyond the actual completion of all unaffected work in the contract, in
which case the Contractor shall take all possible action to muun ize any time extension
and any additional cost to the Owner. It is specifically pointed out that the use of
available float time in the schedule may be used by the Owner as defined by the
Engineer, as well as by the Contractor. Float time is defined as the amount of time
between the early start date, and the late start date, or the early finish date and the late
finish date, of any of the activities in the schedule.
G. The Owner controls the float time in the approved schedule and , therefore, without
obligation to extend either the overall completion date or any intermediate completion
dates set out in the schedule, the Owner may initiate changes to the contract work that
absorb float time only. Owner -initiated changes that affect the critical path on the
approved schedule shall be the sole grounds for extending (or contracting) said
completion dates. Contractor -initiated changes that encroach on the float time identified
in the approved schedule may be accomplished with the Owner's concurrence. Such
changes, however, shall give way to Owner -initiated changes competing for the same
float time.
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3.03 COORDINATING SCHEDULES WITH OTHER CONTRACT SCHEDULES
A. Where work is to be performed under this contract concurrently with and/or contingent
upon work performed on the same facilities or area under other contracts, the
Contractor's schedule shall be coordinated with the schedules of the other contracts. The
Contractor shall obtain the schedules of the other appropriate contracts from the Engineer
and/or Owner for the preparation and updating of his schedule and shall make the
required changes in his schedule when indicated by changes in corresponding schedules.
END OF SECTION
(Remainder of This Page Intentionally Left Blank)
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SECTION 01340
SUBW17FALS
PART 1 -GENERAL
1.01 DESCRIPTION OF REQUIREMENTS
A. This Section specifies the general methods and requirements of submissions applicable to
Shop Drawings, Product Data, Samples, Construction Photographs, and Construction or
Submittal Schedules. Additional general submission requirements are contained in Article
6.17 of the General Conditions. Detailed submittal requirements are specified in the
technical Sections.
B. All submittals shall be clearly identified by reference to Section Number, Paragraph,
Drawing Number or Detail as applicable. Submittals shall be clear and legible and of
sufficient size for presentation of data.
C. The Contractor is to maintain an accurate updated submittal log and will bring this log to
each scheduled progress meeting with the Owner's representatives. This log should
include the following items:
1. Submittal -Description and File number assigned.
2. Date to Engineer.
3. Date returned to Contractor from Engineer.
4. Status of submittal (REVIEWED, NO COMMENTS; REVIEWED COMMENTS
AS NOTED; REJECTED, REVISE AND RESUBMIT; or NOT REVIEWED).
5. Date of resubmittal and return (as applicable).
6. Date material released for fabrication.
7. Projected date of fabrication.
8. Projected date of delivery to site.
9. Status of O&M submittal.
1 1.02 SHOP DRAWINGS, PRODUCT DATA, SAMPLES
A. Shop Drawings
1. Shop drawings as specified in individual Sections include, custom -prepared data
such as fabrication and erection/installation (working) drawings, scheduled
information, setting diagrams, actual shop work manufacturing instructions,
custom templates, special wiring diagrams, coordination drawings, individual
system or equipment inspection and test reports including performance curves and
certifications, as applicable to the work
2. All shop drawings submitted by subcontractors shall be sent directly to the
I Contractor for checking. The Contractor sball be responsible for their submission
at the proper time so as to prevent delays in delivery of materials.
3. Check all subcontractors' shop drawings regarding measurements, size of
members, materials and details to make sure that they conform to the intent of the
Drawings and related Sections. Return shop drawings found to be inaccurate or
otherwise in error to the subcontractors for correction before submission thereof.
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1:3
C.
4. All details on shop drawings shall show clearly the relation of the various parts to
the main members and lines of the structure and where correct fabrication of the
work depends upon field measurements, such measurements shall be made and
noted on the drawings before being submitted_
5. Submittals for equipment specified under Divisions 11 and 14 shall include a
listing of all installations where identical or similar equipment has been installed
and been in operation for a period of at least one year.
Product Data
1. Product data as specified in individual Sections include, standard prepared data
for manufactured products (sometimes referred to as catalog data), such as the
manufacturer's product specification and installation instructions, availability of
colors and patterns, manufacturer's printed statements of compliances and
applicability, roughing -in diagrams and templates, catalog cuts, product
photographs, standard wiring diagrams, printed performance curves and
operational -range diagrams, production or quality control inspection and test
reports and certifications, mill reports, product operating and maintenance
instructions and recommended spare -parts listing and printed product warranties,
as applicable to the work.
Samples
1. Samples specified in individual Sections include, physical examples of the work
such as sections of manufactured or fabricated work, small cuts or containers of
materials, complete units of repetitively -used products, color/texture/pattern
swatches and range sets, specimens for coordination of visual effect, graphic
symbols and units of work to be used by the Engineer or Owner for independent
inspection and testing, as applicable to the work
2. The Contractor shall prepare a transmittal letter in triplicate for each shipment of
samples. Contractor shall enclose a copy of this letter with the shipment and send
a copy of this letter to the Engineer. Approval of a sample shall be only for the
characteristics or use named in such approval and shall not be construed to change
or modify any Contract Requirements,
1.03 CONTRACTOR'S RESPONSIBILITIES
A. Review shop drawings, product data and samples, including those by subcontractors, prior
to submission to determine and verify the following:
1. Field measurements
2. Field construction criteria
3. Catalog numbers and similar data
4. Conformance with related Sections
Be Each shop drawing, sample and product data submitted by the Contractor shall have
affixed to it the following Certification Statement including the Contractor's Company
name and signed by the Contractor: "Certification Statement: by this submittal, I hereby
represent that I have determined and verified all field measurements, field construction
criteria, materials, dimensions, catalog numbers and similar data and I have checked and
coordinated each item with other applicable approved shop drawings and all Contract
requirements." Shop drawings and product data sheets 11 -inch by 17 -inch and smaller
shall be bound together in an orderly fashion and bear the above Certification Statement
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on the cover sheet. The cover sheet shall fully describe the packaged data and include a
listing of all items within the package. Provide to the Resident Project Representative a
copy of each transmittal sheet for shop drawings, product data and samples at the time of
submittal to the Engineer.
C. The Contractor shall utilize the following Shop Drawing numbering system:
1. The Submittal Log Number shall reference the Specification Section Number_
2. The numbering system shall be specification section number followed by a "1" for
original submittal, "1A" for first resubmittal and so forth, (for example: 15050-1,
15050-1A, 15050-1B...)
D. Notify the Engineer in writing, at the time of submittal, of any deviations in the submittals
from the requirements of the Contract Documents.
E. The review and approval of shop drawings, samples or product data by the Engineer shall
not relieve the Contractor from the responsibility for the fulfillment of the terms of the
Contract. All risks of error and omission are assumed by the Contractor and the Engineer
will have no responsibility therefor.
F.- No portion of the work requiring a shop drawing, sample, or product data shall be started
nor shall any materials be fabricated or installed prior to the approval or qualified approval
of such item. Fabrication performed, materials purchased or on-site construction
accomplished which does not conform to approved shop drawings and data shall be at the
Contractor's risk. The Owner will not be liable for any expense or delay due to corrections
or remedies required to accomplish conformity.
G. Project work, materials, fabrication, and installation shall conform with approved shop
drawings, applicable samples, and product data.
1.04 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule and in such sequence as
to cause no delay in the Work or in the work of any other contractor.
B. Each submittal, appropriately coded, will be returned within 30 calendar days following
receipt of submittal by the Engineer.
C. Number of submittals required:
1. Shop Drawings: Submit the number of opaque reproductions which the contractor
requires, plus five (5) copies which will be retained by the Engineer.
2. Product Data: Submit the number of copies which the Contractor requires, plus five
(5) copies which will be retained by the Engineer.
3, Samples: Submit the number stated in the respective Sections.
D. Submittals shall contain:
1. The date of submission and the dates of any previous submissions.
2. The Project title and number.
3. Contractor identification.
4. The names of
a. Contractor
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b. Supplier
C. Manufacturer
5. Identification of the product, with the section number, page and paragraph(s).
6. Field dimensions, clearly identified as such.
7. Relation to adjacent or critical features of the work or materials.
8. Applicable standards, such as ASTM or Federal Standards numbers.
9. Identification of deviations from Contract Documents.
10. Identification of revisions on resubmittals.
IL A blank space suitably sized for Contractor and Engineer stamps.
12. Contractor's stamp or review and approval, initialed or signed, certifyir►g to review
of initialed or signed, certifying to review of submittal, verification of products, field
measurements and field construction criteria, and coordination of the information
within the submittal with requirements of the work and of Contract Documents.
13. Where calculations are required to be submitted by the Contractor, the
calculations shall have been checked by a qualified individual other than the
preparer. The submitted calculations shall clearly show the names of the preparer
and of the checker.
1.05 REVIEW OF SHOP DRAWINGS, PRODUCT DATA, WORKING DRAWINGS AND
SAMPLES
A. The review of shop drawings, data and samples will be for general conformance with the
design concept and Contract Documents. They shall not be construed:
1, as permitting any departure from the Contract requirements;
2, as relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials;
3, as approving departures from details furnished by the Engineer, except as
otherwise provided herein.
B. The Contractor remains responsible for details and accuracy, for coordinating the work
with all other associated work and trades, for selecting fabrication processes, for
techniques of assembly, and for performing work in a safe manner.
C. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which Engineer finds to be in the interest of the
Owner and to be so minor as not to involve a change in Contract Price or Contract Time,
the Engineer may return the reviewed drawings without noting an exception.
D. When reviewed by the Engineer each of the Shop Drawings will be identified as having
received such review being so stamped and dated. Shop Drawings stamped
"REVIEWED, COMMENTS AS NOTED" OR "REJECTED, REVISE AND
RESUBMIT" and with required corrections shown will be returned to the Contractor for
correction and resubmittal.
E. Resubmittals will be handled in the same manner as first submittals. On resubmittals the
Contractor shall identify all revisions made to the submittals, either in writing on the letter
of transmittal or on the shop drawings by use of revision triangles or other similar
methods. The resubmittal shall clearly respond to each comment made by the Engineer on
the previous submission. Additionally, the Contractor shall direct specific attention to any
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revisions made other than the corrections requested by the Engineer on previous
submissions.
F. Partial submittals may not be reviewed. The Engineer will be the only judge as to the
completeness of a submittal. Submittals not complete will be returned to the Contractor
and will be considered "Not Approved" until resubmitted. The Engineer may at his option
provide a list or mark the submittal directing the Contractor to the areas that are
incomplete.
G. Repetitive Review
1. Shop Drawings and other submittals will be reviewed no more than twice at the
Owner's expense. All subsequent reviews will be performed at times convenient
to the Engineer and at the Contractor's expense based on the Engineer's then
prevailing rates. The Contractor shall reimburse the Owner for all such fees
invoiced to the Owner by the Engineer. Submittals are required until approved,
2. Any need for more than one resubmission, or any other delay in obtaining
Engineer's review of submittal will not entitle Contractor to extension of the
contract time.
H. If the Contractor considers any correction indicated on the shop drawings to constitute a
change to the Contract Documents, the Contractor shall give written notice thereof to the
Engineer at least 7 working days prior to release for manufacture.
I. When the shop drawings have been completed to the satisfaction of the Engineer, the
Contractor shall carry out the construction in accordance therewith and shall make no
further changes therein except upon written instructions from the Engineer.
i I O T_W3Ii: iJ1�Ci]�i
A. Distribute reproductions of approved shop drawings and copies of approved product data
and samples, where required, to the job site file and elsewhere as directed by the Engineer.
Number of copies shall be as directed by the Engineer but shall not exceed six.
1.07 GENERAL PROCEDURES FOR SUBMITTALS
A. Coordination of Submittal Times: Prepare and transmit each submittal sufficiently in
advance of performing the related work or other applicable activities, or within the time
specified in the individual work of other related Sections, so that the installation will not
be delayed by processing times including disapproval and resubmittal (if required),
coordination with other submittals, testing, purchasing, fabrication, delivery and similar
sequenced activities. No extension of time will be authorized because of the Contractor's
failure to transmit submittals sufficiently in advance of the Work
END OF SECTION
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P.E. CERTIFICATION FORM
The undersigned hereby certifies that he/she is a professional engineer registered in the State
of Florida and that he/she has been employed by
to design
(Name of Contractor)
(Insert P.E. Responsibilities)
in accordance with Section for the
South RO Water Treatment Plant Improvements
(Name of Project)
The undersigned further certifies that he/she has performed the design of the South RO Water Treatment
Plant Improvements, that said design is in conformance
(Name of Project)
with all applicable local, state and federal codes, rules, and regulations, and that his/her signature and P.E.
stamp have been affixed to all calculations and drawings used in, and resulting from, the design.
The undersigned hereby agrees to make all original design drawings and calculations available to the
Indian River County Department of Utility Services
(Insert Name of Owner)
or the Owner's authorized representative within seven days following written request therefor by the
Owner.
P.E. Name Contractor's Name
Signature Signature
Address Title
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SECTION 01370
SCHEDULE OF VALUES
PART 1— GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit a Schedule of Values allocated to the various portions of the work, within twenty-
one (2 1) days after the effective date of the Agreement.
B. Upon request of the Owner or Engineer, support the values with data which will
substantiate their correctness.
C. The accepted Schedule of Values shall be used only as the basis for the Contractor's
Applications for Payment.
1.02 RELATED REQUIREMENTS
A. Standard General Conditions of the Construction Contract are included in Section 00700,
B. Application for Payment is included in Section 01052,
1.03 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Type schedule on an 8%24nch by 11 -inch or 8%: -inch by 14 -inch white paper furnished by
the Owner, Contractor's standard forms and automated printout will be considered for
approval by the Engineer upon Contractor's request. Identify schedule with:
1. Title of Project and location.
2. Engineer and Project number.
3. Name and Address of Contractor.
4. Contract designation.
5. Date of submission.
B. Schedule shall list the installed value of the component parts of the work in sufficient
detail to serve as a basis for computing values for progress payments during construction.
C. Identify each line item with the number and title of the respective Section.
D. For each major line item list sub -values of major products or operations under the item.
E. For the various portions of the work:
1. Each item shall include a directly proportional amount of the Contractor's
overhead and profit.
2. For items on which progress payments will be requested for stored materials,
break down the value into:
a. The cost of the materials, delivered and unloaded, with taxes paid. Paid
invoices are required for materials upon request by the Engineer.
b. The total installed value.
044.572011
F. The sum of all values listed in the schedule shall equal the total Contract Sum
1.04 SUB -SCHEDULE OF UNIT MATERIAL VALUES
A. Submit a sub -schedule of unit costs and quantities for:
1. Products on which progress payments will be requested for stored products.
B. The form of submittal shall parallel that of the Schedule of Values, with each item
identified the same as the line item in the Schedule of Values.
C. The unit quantity for bulk materials shall include an allowance for normal waste.
D. The unit values for the materials shall be broken down into:
1. Cost of the material, delivered and unloaded at the site, with taxes paid.
2. Copies of invoices for component material shall be included with the payment
request in which the material first appears.
3. Paid invoices shall be provided with the second payment request in which the
material appears or no payment shall be allowed and/or may be deleted from the
request.
E. The installed unit value multiplied by the quantity listed shall equal the cost of that item in
the Schedule of Values.
PART 2 — PRODUCTS
(NOT USED)
PART 3 — EXECUTION
(NOT USED)
END OF SECTION
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i
i
SECTION 01410
TESTING LABORATORY SERVICES
PART 1 — GENERAL
1.01 REQUIREMENTS INCLUDED
A. Contractor will employ and pay for the services of an independent testing laboratory to
perform certain specified testing. All testing described in the Contract Documents shall
be paid for by the Contractor. This requirement takes precedence over any other
specification that may indicate that the testing fees (including collection, shipping and
laboratory fees) be paid for by the Owner or any other party other than the Contractor.
1. Contractor shall cooperate with the laboratory to facilitate the execution of its
required services.
2. Employment of the laboratory shall in no way relieve Contractor's obligations to
perform the work of the Contract.
B. Selection of testing laboratory shall be approved by Engineer and Owner.
1.02 RELATED REQUIREMENTS
A. General Conditions of the contract: Inspections and testing required by laws, ordinances,
rules, regulations, orders or approvals of public authorities.
B. Respective sections of specifications: Certification of Products.
C. Each specification section listed: Laboratory tests required and standards for testing.
D. Testing Laboratory inspection, sampling and testing is required for but not limited to the
following:
1. Division 2 — Site Work
2, Division 3 - Concrete
3, Division 4 - Masonry
1.03 QUALIFICATION OF LABORATORY
A. Meet "Recommended Requirements for Independent Laboratory Qualification,"
published by American Council of Independent Laboratories.
B. Meet basic requirements of ASTM E329, "Standards of Recommended Practice for
Inspection and Testing Agencies for Concrete and Steel as Used in Construction."
LC, Authorized to operate in the State in which the Project is located.
D. Submit copy of report of inspection of facilities made by Materials Reference Laboratory
of National Bureau of Standards during the most recent tour of Inspection, with
memorandum of remedies of any deficiencies reported by the inspection.
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1.04
1.05
1.06
E. Testing Equipment:
1. Calibrated at reasonable intervals by devices of accuracy traceable to either.
a. National Bureau of Standards
b. Accepted values of national physical constants.
LABORATORY DUTIES
A. Cooperate with Resident Project Representative and Contractor; provide qualified
personnel after due notice.
B. Perform specified inspections, sampling, and testing of materials and methods of
construction:
1. Comply with specified standards
2. Ascertain compliance of materials with requirements of Contract Documents.
C. Promptly notify Owner, Engineer and Contractor of observed irregularities or
deficiencies of work or products.
D. Promptly submit written report of each test and inspection; one copy each to Engineer,
Owner, and Contractor, and one copy to Record Documents File. Each report shall
include:
1. Date issued
2. Project title and number
3. Testing laboratory name, address, and telephone number
4. Name and signature of laboratory inspector
5. Date and time of sampling or inspection
6. Record of temperature and weather conditions
7. Date of test
8. Identification of product and specification section
9. Location of sample or test in the Project
10. Type of inspection or test
11. Results of tests and compliance with Contract Documents
12. Interpretation of test results, when requested by Engineer
E. Perform additional tests as required by Engineer or the Owner.
LIMITATIONS OF AUTHORITY OF TESTING LABORATORY
A. Laboratory is not authorized to:
1. Release, revoke, alter, or enlarge on requirements of Contract Documents
2. Approve or accept any portion of the work
3. Perform any duties of the Contractor
CONTRACTOR'S RESPONSIBILITIES
A. Employ and pay for the services of an independent testing laboratory.
B. Cooperate with laboratory personnel, and provide access to work and to manufacturer's
facilities.
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C. Secure and deliver to the laboratory adequate quantities of representational samples of
materials proposed to be used and which require testing.
D. Provide to the laboratory the preliminary design mix proposed to be used for concrete,
and other material mixes which require control by the testing laboratory.
E. Materials and equipment used in the performance of work under this Contract are subject
to inspection and testing at the point of manufacture or fabrication. Standard
specifications for quality and workmanship are indicated in the Contract Documents. The
Owner or Engineer may require the Contractor to provide statements or certificates from
the manufacturers and fabricators that the materials and equipment provided by them are
manufactured or fabricated in full accordance with the standard specifications for quality
and workmanship indicated in the Contract Documents. All costs of this testing and
providing statements and certificates shall be a subsidiary obligation of the Contractor,
and no extra charge to the Owner shall be allowed on account of such testing and
certification.
F. Furnish incidental labor and facilities:
1. To provide access to work to be tested
2. To obtain and handle samples at the project site or at the source of the product to
be tested
3. To facilitate inspections and tests
4. For storage and curing of test samples
G. Notify laboratory, in advance of operations to allow for laboratory assignments of
personnel and scheduling of tests.
H. If the tests and any subsequent retests indicate the materials and equipment fail to meet
the requirements of the Contract Documents, the Contractor shall pay for the laboratory
costs directly to the testing firm, and these costs will not be reimbursable to the
Contractor.
PART 2 — PRODUCTS
Not applicable.
.1 Kl1191
Not applicable.
END OF SECTION
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SECTION 01510
1� ul' • i lMl 1�1
PARTI-GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install, and maintain temporary utilities required for construction; remove on
completion of entire project.
B. Provide temperature, ventilation, and lighting requirements, if applicable, as specified in
each individual section.
1.02 RELATED REQUIREMENTS
A. Summary of Work is included in Section 01010,
1.03 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with National Electric Code,
B. Comply with federal, state, and local codes and regulations, and with utility company
requirements.
PART 2 - PRODUCTS
2.01 MATERIALS (GENERAL)
Materials may be new or used, but must be adequate in capacity for the required usage. They
MUST NOT create unsafe conditions, and MUST NOT violate requirements of applicable codes
and standards.
2.02 TEMPORARY ELECTRICITY AND LIGHTING
A. The Contractor must maintain power to all existing buildings and areas.
B. The Contractor is responsible for providing and paying for all power required for his
operations. Contractor shall make arrangements with Owner for temporary power.
D. Provide POWER CENTERS for miscellaneous tools and equipment used in the work
1. Weatherproof distribution box with minimum of four 20 -amp., 120 -volt
grounded outlets.
2. Locate so that power is available at any point of use with minimum I00 -foot
CONSTRUCTION -TYPE power cords.
3. Provide circuit breaker protection for each outlet.
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E. Provide adequate artificial lighting for all areas of work, when natural light is not
adequate for work, and for areas accessible to persons other than Contractor's employees.
F. If Contractor requires service other than specified above, he shall arrange for, provide
maintenance, and pay all costs incurred.
2.03 TEMPORARY AIR AND WATER
Contractor shall make arrangements with Owner for all temporary water at the
project site. Contractor shall pay for all temporary water required for his
operations. The Contractor shall provide all air and water, including temporary
piping and appurtenances required therefore, as may be required for the cleaning
and testing of pipelines and equipment necessary the Work. Temporary piping
and appurtenances shall be removed upon approval of equipment being tested.
2.04 TEMPORARY SANITARY FACILITIES
A. Contractor shall provide temporary sanitary facilities in compliance with laws and
regulations.
B. Contractor shall provide for regular service, cleaning, and maintenance of temporary
facilities and enclosures.
2.07 FIRE EXTINGUISHERS
A. Provide portable UL -rated, Class A fire extinguishers for temporary offices and similar
spaces. In other locations, provide portable UL -rated Class ABC dry chemical
extinguishers or a combination of NFPA recommended Classes for the exposure.
Comply with NFPA 10 and 241 for classification, extinguishing agent and size required
by location and class of fire exposure.
2.08 PROJECT SIGN
A Furnish and install the project sign as described in Section 01580. The sign shall be
placed as directed by the Owner and shall remain in position for the life of the
construction period.
PART 3 - EXECUTION
3.01 REMOVAL
A. Completely remove temporary materials and equipment when their use is no longer
requited.
B. Clean and repair damage caused by temporary installations or use of temporary facilities.
C. Restore existing facilities used for temporary services to specified, or to original,
condition.
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SECTION 01560
PART i — GENERAL
1.01
1.02
REQUIREMENTS INCLUDED
A. Furnish, install, and maintain temporary control facilities required for construction;
remove on completion of entire project any features not intended to remain on the project
site.
B. Provide noise control, dust control, water control, debris control, pollution control and
erosion control as specified in the appropriate sections of these documents.
REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with federal, state, and local codes and regulations and utility company
requirements.
B. Comply with Department of Transportation requirements.
PART 2 — PRODUCTS
2.01 MATERIALS (GENERAL)
A. Materials may be new or used, but must be adequate in capacity and quality for the
required usage, MUST NOT create unsafe conditions and MUST NOT violate
requirements of applicable codes and standards.
2.02 TEMPORARY NOISE CONTROL
A. Mechanical equipment shall be fitted with mufflers to reduce noise from internal
combustion type engines.
B. Bells, sirens, alarms, etc., shall be adjusted to provide adequate warnings to personnel on
the project site; however, they shall be regulated to an intensity that is amenable to the
neighboring communities.
C. Exterior construction work noises shall be kept to a minimum during evening, night, and
early morning hours. In addition, weekend and holiday noises shall be limited to
acceptable levels.
D. In addition to on-site control, noise considerations shall be made to off-site vehicles and
equipment (mobilization, demobilization, deliveries, etc).
2.03 TEMPORARY DUST CONTROL
A. Dust formed as a result of the construction shall be controlled by the Contractor.
Cleaning of work areas and application of dust control materials are the most effective
methods of dust control.
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2.04 TEMPORARY WATER CONTROL
A. The flow of water through the construction site shall be controlled by the Contractor such
that it does not damage any constructed items; however, it shall be diverted and
channeled to effectively leave the site as soon as possible. Puddling and ponding on the
site is not permitted.
B. Water shall be controlled such that it does not enter excavated areas, nor is deposited on
or against constructed features.
2.05 TEMPORARY DEBRIS CONTROL
A. Provision shall be made by each Contractor to have available adequate containers to hold
any and all debris that is to be generated from the project. Containers should be covered
to prevent wind blowing paper, plastic, and lightweight products around and off the site.
B. Instructions shall be given to personnel to utilize the trash containers. Containers shall be
placed in convenient places at the site.
C. At least once per week, a thorough cleaning of trash and debris shall be made at the
construction site. An acceptable method of disposal shall be employed.
END OF SECTION
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