HomeMy WebLinkAboutGregg Simpson Trucking 2017-06-20C#1617211 - SHORT FORM CONSTRUCTION CONTRACT
Hydroelectric Plant Gratings and Handrail Project
This Agreement is made and entered on June 20, 2017, in Ukiah,
California, by and between Gregg Simpson Trucking, a CA sole
proprietor ("Contractor") and the City of Ukiah ("City"), a general
law municipal corporation.
RECITALS:
1. The plans and specifications for this work ("the Work")
are contained in Exhibit A - Bid Specification, which is attached
hereto and incorporated herein by this reference.
2. Contractor is properly licensed and qualified to perform
the work.
3. Whenever this Agreement calls for City approval or
notification, the approval or notification must be signed by the
City Manager or his or her designee.
AGREEMENT :
Wherefore, in consideration of the foregoing facts and the
terms and conditions as further stated herein, the parties hereby
agree as follows.
1. PERFORMANCE OF THE WORK
Contractor will perform the Work as further provided herein.
1.1 Time of Performance. Contractor shall commence the Work
when receiving a formal Notice to Proceed, and shall complete the
Work by no later than 45 calendar days.
1.1.1. ❑ [check if applicable] It is agreed by the parties to
the contract that time is of the essence and that, in case all
the work is not completed before or upon the expiration of the
time limit as set forth, damage, other than those cost items
identified in section 1.1.2, will be sustained by the City and
that it is and will be impracticable to determine the actual
amount of damage by reason of such delay; and it is therefore
agreed that, subject to Sections 1.13-1.14, below, the
Contractor will pay to the City the sum of five hundred dollars
($500.00) per day for each and every calendar day's delay beyond
the time prescribed.
1 CONTRACT 1617211
1.1.2 ❑ [check if applicable] In case the work called for
under this contract is not completed within the time limit
stipulated herein, the City shall have the right as provided
hereinabove, to extend the time of completion thereof. If the
time limit be so extended, the City shall have the right to
charge to the Contractor and to deduct from the final payment
for the work the actual cost to the City of engineering,
inspection, superintendence and other overhead expenses which
are directly chargeable to the contract and which accrue during
the period of such extension, except that the cost of final
unavoidable delays shall not be included in such charges.
1.2 Construction of Contract Documents. Contractor will
perform the Work in compliance with the plans and specifications
set forth in the attached Exhibit A. If there is any inconsistency
or conflict between the plans and the specifications, the
specifications will prevail. If there is any inconsistency between
the plans and the specifications and this agreement, the terms of
this Agreement shall prevail, unless expressly stated otherwise in
a particular specification.
1.3 Contractor furnished items. Contractor will furnish all
necessary labor, materials, tools, equipment, and transportation
necessary to perform the Work.
1.4 New SB 854 requirements
1.4.1 No contractor or subcontractor may be listed on a
bid proposal for a public works project (submitted on or after
March 1, 2015) unless registered with the Department of
Industrial Relations pursuant to Labor Code section 1725.5 [with
limited exceptions from this requirement for bid purposes only
under Labor Code section 1771.1(a)].
1.4.2 No contractor or subcontractor may be awarded a
contract for public work on a public works project (awarded on
or after April 1, 2015) unless registered with the Department of
Industrial Relations pursuant to Labor Code section 1725.5.
1.4.3 This project is subject to compliance monitoring
and enforcement by the Department of Industrial Relations.
1.4.4 The Labor Commissioner through the Division of
Labor Standards Enforcement (DLSE) may at any time require
contractors and subcontractors to furnish electronic certified
payroll records directly to DLSE. Commencing with contracts
awarded or after April 1, 2015, all contractors and
subcontractors must furnish electronic certified payroll records
directly to the DLSE.
2 CONTRACT 1617211
1.4.5 The Prime Contractor is required to post job
notices at the job site as prescribed by regulations (currently,
8 CCR §16451(d).)
1.5 Use of Employees.
1.5.1. Contractor and any subcontractors shall pay
all mechanics and laborers employed by them to work upon the site
of the work unconditionally and without subsequent deductions or
rebate on any account the full amounts due at the time of payment
at wage rates not less than those contained in the applicable
prevailing wage determination, regardless of any contractual
relationship which may be alleged to exist between the Contractor
and subcontractors and such laborers and mechanics.
1.5.2. Contractor shall comply with the California
Labor Code Section 1775. In accordance with said Section 1775,
Contractor shall forfeit as a penalty to the City, $50.00 for each
calendar day or portion thereof, for each workman paid less than
the stipulated prevailing rates for such work or craft in which
such workman is employed for any work done under the Contract by
him or her or by any subcontractor under him or her in violation
of the provisions of the Labor Code and in particular, Labor Code
Sections 1770 to 1780, inclusive. In addition to said penalty and
pursuant to Section 1775, the difference between such stipulated
prevailing wage rates and the amount paid to each workman for each
calendar day or portion thereof for which each workman was paid
less than the stipulated prevailing wage rate shall be paid to
each workman by the Contractor.
1.5.3. Pursuant to the provision of Section 1770 of
the Labor Code of the State of California, City has ascertained
the general prevailing rate of wages (which rate includes employer
payments for health and welfare, vacation, pension and similar
purposes) applicable to the work to be done, for straight time
work. The holiday wage rate listed shall be applicable to all
holidays recognized in the collective bargaining agreement of the
particular craft, classification, or type of workers concerned.
Copies of the General Prevailing Wage Determination are on file in
the office of the City Engineer and are available to the Contractor
on request. The Contractor shall post the wage determination at
the site of work in a prominent place where the workers can easily
see it.
1.5.4. City will not
recognize any claim for
3 CONTRACT 1617211
additional compensation because the Contractor has paid any rate in
excess of the prevailing wage rate obtained from the City Engineer.
The possibility of wage increases is one of the elements to be
considered by the Contractor in determining his or her bid and will
not in any circumstances be considered as the basis for a claim
against the City.
1.5.5. Travel and Subsistence Payments.
Contractor shall make travel and subsistence payments to
each worker needed to execute the work in accordance with the
requirements in Section 1773.8 of the Labor Code (Chapter 880,
Statutes of 1968).
1.5.6. Apprentices.
Attention is directed to the provisions in Sections
1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the
California Labor Code concerning the employment of apprentices
by the Contractor or any subcontractor under him. Contractor and
any subcontractor under him or her shall comply with the
requirements of said sections in the employment of apprentices.
Information relative to apprenticeship standards,
wage schedules and other requirements may be obtained from the
Director of Industrial Relations, ex officio the Administrator
of Apprenticeship, San Francisco, California, or from the
Division of Apprenticeship Standards and its branch offices.
Copies of Labor Code Sections 1771 (requiring prevailing wages),
1775 (imposing penalties, including a $50 per day, per worker
forfeiture, for failure to pay prevailing wages), 1776 (requiring
contractor to maintain available for inspection certified payroll
records), 1777.5 (requiring certain apprenticeship programs), 1813
(imposing penalties for failure to make records available for
inspection) and 1815 (requiring time and 1-2 for overtime) are
available at the Department of Industrial Relations website at
http://www.dir.ca.gov/
1.6 CITY Inspector. CITY may designate an architect, engineer,
other design professional or other inspector ("Inspector") to
supervise and/or inspect Contractor's performance of the Work. The
Inspector shall have no authority to change the Work, the
compensation for performing the Work or the time for completing the
4 CONTRACT 1617211
Work without City's prior written approval. City shall notify the
Contractor in writing, if it designates an Inspector.
1.7 Site Conditions. Contractor acknowledges that it has
inspected the work site and any improvements involving the Work and
satisfied itself as to the conditions which can affect the Work or
its cost. Contractor has not relied on any representation by CITY
or its officers or employees as to the condition of the site or the
houses or any condition that might affect the cost of performing
this Agreement.
1.8 New Products Required. All equipment, materials or
fixtures furnished by Contractor under this Agreement shall be new
and of the most suitable grade for the intended purpose, unless
otherwise specifically provided.
1.9 Compliance with Laws. The Contractor shall give all
notices and comply with all applicable laws, ordinances, codes,
rules and regulations. The Contractor shall secure and pay for all
permits, fees, and licenses necessary for the proper execution and
completion of the work.
1.10 Protection of Site and Improvements. The Contractor
shall preserve and protect the site, grounds and any involved
improvements and shall not alter or damage any portion thereof,
except as is absolutely necessary in order to perform the Work. The
Contractor shall repair or replace, as directed by CITY, any
property that it damages, looses or destroys in violation of this
paragraph. Contractor shall assume full responsibility for
maintaining the safety of the worksite in compliance with all
applicable state and federal worker safety and protection laws and
shall maintain the worksite in compliance with all such laws.
1.11 Inspection of Work. The Contractor shall ensure that
the Work is available for inspection by CITY or its Inspector at
all reasonable times and that no work is covered up or rendered
incapable of inspection without prior notice to CITY or its
Inspector and a reasonable opportunity for inspection. The presence
or absence of an CITY inspector or the conduct of an inspection by
CITY or its Inspector shall not relieve the Contractor from any
contract requirement or compliance with Exhibit A.
1.12 Title. The Contractor warrants that it conveys full and
complete title, free of all liens and encumbrances, to all materials,
supplies, fixtures and equipment furnished to CITY under this
5 CONTRACT 1617211
Agreement and agrees to fully defend and indemnify CITY, its
officers and employees, and the houses and homebuyers included in
the Work from and against any claim, lien, charge, debt, cost,
expense or liability arising from a breach of said warranty.
1.13 Warranties. In addition to any other warranties in this
contract, the Contractor warrants that the Work conforms to the
contract requirements and is free of any defect in equipment,
material or workmanship for a period of one year from the date of
final acceptance of the Work by CITY. If CITY accepts any part of
the Work before final acceptance of the entire Work, the warranty
shall continue for the period of one year from the date of such
partial acceptance. The Contractor shall remedy, at the Contractor's
expense, any failure to conform, or any defect. [Initial if
following sentence applies / / / /] CITY shall retain of the
Contract Amount to secure the Contractor's warranty and shall remit
the unused portion of that amount at the end of the warranty period.
The time limit of this warranty shall not apply to any latent defects,
or gross negligence or fraud on the part of the Contractor.
1.14. Extension of Time.
Should any delays occur which the City may consider unavoidable, as
herein defined, the Contractor shall, pursuant to his or her
application, be allowed an extension of time proportional to said
delay or delays, beyond the time herein set forth, in which to
complete this contract; and liquidated damages for delay shall not
be charged against the Contractor by the City during an extension
of time granted because of unavoidable delay or delays.
Any claim by Contractor for a time extension based on unavoidable
delays shall be based on written notice delivered to the City within
15 days of the occurrence of the event giving rise to the claim.
Failure to file said written notice within the time specified shall
constitute a waiver of said claim. Notice of the full extent of the
claim and all supporting data must be delivered to the City within
45 days of the occurrence unless the City specifies in writing a
longer period. All claims for a time extension must be approved by
the City and incorporated into a written change order.
1.15. Unfavorable Weather and Other Conditions.
During unfavorable weather and other conditions, the Contractor
shall pursue only such portions of the work as shall not be damaged
thereby. No portions of the work whose satisfactory quality or
efficiency will be affected by any unfavorable conditions shall be
constructed while these conditions remain, unless, by special means
6 CONTRACT 1617211
or precautions approved by the City, the Contractor shall be able
to overcome them.
The Contractor shall be granted a time extension of one day for each
unfavorable weather day that prevents him or her from placing
concrete forms or placing and finishing concrete or asphalt concrete.
Such unfavorable weather day is defined as a rain day where
precipitation prevents the contractor from performing the work more
than four (4) continuous hours within the authorized work period or
a temperature day where the ambient temperature is below that
specified for the placement of materials associated with the
controlling work item for more than four (4) continuous work hours
of the authorized work period.
1.16. Saturday, Sunday, Holiday and Night Work.
No work shall be done between the hours of 6 p.m. and 7 a.m., nor
on Saturdays, Sundays or legal holidays except such work as is
necessary for the proper care and protection of work already
performed, or except in cases of absolute necessity and in any case
only with the permission of the City.
It is understood, however, that night work may be established as a
regular procedure by the Contractor if he or she first obtains the
written permission of the City and that such permission may be
revoked at any time by the City if the Contractor fails to maintain
at night adequate force and equipment for reasonable prosecution
and to justify inspection of the work.
1.17. Hours of Labor.
Eight (8) hours of labor shall constitute a legal day's work and
the Contractor or any subcontractor shall not require or permit more
than eight hours of labor in a day from any person employed by him
or her in the performance of the work under this contract, unless
paying compensation for all hours worked in excess of eight (8)
hours per day at not less than 1 1k2 times the basic rate of pay.
The Contractor shall forfeit to the City, as a penalty, the sum of
twenty-five dollars ($25.00) for each workman employed in the
execution of the contract by him or her or by any subcontractor,
for each calendar day during which such laborer, workman, or
mechanic is required or permitted to labor more than eight hours in
violation of the provisions of Section 1810 to 1816, inclusive,
(Article 3, Chapter 1, Part 7, Division 2) of the Labor Code of the
State of California and any acts amendatory thereof.
2. CONTRACT PRICE
7 CONTRACT 1617211
CITY shall pay the Contractor for performance of this Agreement
time and materials with a total not to exceed amount of $36,097.88.
3. PAYMENT OF CONTRACT PRICE
3.1 City shall pay any invoice for completed work, and approved
by the City, within thirty (30) days of its receipt by City. All
payments under this contract shall be made upon the presentation of
certificates in writing from the City and shall show that the work
covered by the payments has been done and the payments thereof are
due in accordance with this contract.
4. INDEMNIFICATION AND INSURANCE.
4.1 Indemnification. The Contractor shall do all of the work
and furnish all labor, materials, tools and appliances, except as
otherwise herein expressly stipulated, necessary or proper for
performing and completing the work herein required in the manner
and within the time herein specified. The mention of any specific
duty or liability imposed upon the Contractor shall not be construed
as a limitation or restriction of any general liability or duty
imposed upon the Contractor by this contract, said reference to any
specific duty or liability being made herein merely for the purpose
of explanation.
The right of general supervision by the City shall not make the
Contractor an agent of the City and the liability of the Contractor
for all damages to persons or to public or private property, arising
from the Contractor's execution of the work, shall not be lessened
because of such general supervision.
Until the completion and final acceptance by the City of all the
work under and implied by this contract, the work shall be under
the Contractor's responsible care and charge. The Contractor shall
rebuild, repair, restore and make good all injuries, damages, re -
erections and repairs, occasioned or rendered necessary by causes
of any nature whatsoever, excepting only acts of God and none other,
to all or any portions of the work, except as otherwise stipulated.
To the fullest extent permitted by law, Contractor shall indemnify
and hold harmless the City and its officers, directors, agents, and
employees from and against all claims, damages, losses and expenses
including but not limited to attorneys' fees, costs of suit, expert
witness fees and expenses and fees and costs of any necessary private
8 CONTRACT 1617211
investigators arising out of or resulting from the performance of
the work, provided that any such claim, damage, loss or expense (1)
is attributable to bodily injury, sickness, disease or death, or to
injury to or destruction of tangible property, other than the work
itself, including the loss of use resulting therefrom and (2) is
caused in whole or in part by any act or omission of the Contractor,
any subcontractor, or anyone directly or indirectly employed by any
of them, or anyone for whose acts any of them may be liable,
regardless of whether or not it is caused in part by a party
indemnified hereunder, or by the negligence or omission of a party
indemnified herein.
In any and all claims against the City or any of its agents or
employees by any employee of the Contractor, any subcontractor,
anyone directly or indirectly employed by any of them, or anyone
for whose acts any of them may be liable, the indemnification
obligation shall not be limited in any way by any limitation on the
amount or type of damages, compensation or benefits payable by or
for the Contractor or any subcontractor under workers' or workmen's
compensation acts, disability benefit acts, or other employee
benefit acts. The obligation to indemnify shall extend to and
include acts of the indemnified party which may be negligent or
omissions which may cause negligence.
The City shall have the right to estimate the amount of such damage
and to cause the City to pay the same and the amount so paid for
such damage shall be deducted from the money due the Contractor
under this contract; or the whole or so much of the money due or to
become due the Contractor under this contract as may be considered
necessary by the City, shall be retained by the City until such
suits or claims for damages shall have been settled or otherwise
disposed of and satisfactory evidence to that effect furnished to
the City.
4.2 Insurance. Contractor shall procure and maintain for the
duration of the contract insurance against claims for injuries to
persons or damages to property which may arise from or in connection
with the performance of the work hereunder by the Contractor, his
or her agents, representatives, employees or subcontractors.
4.2.1. Minimum Scope of Insurance
Coverage shall be at least as broad as:
9 CONTRACT 1617211
1. Insurance Services Office Commercial Liability
Coverage (occurrence form CG 0001).
2. Insurance Services Office form number CA 0001 (Ed.
1/87) covering Automobile Liability, code 1 (any auto).
3. Worker's Compensation insurance as required by the
State of California and Employer's Liability Insurance.
4.2.2. Minimum Limits of Insurance
Contractor shall maintain limits no less than:
1. General Liability: $1,000,000 per occurrence for
bodily injury, personal injury, and property damage. If
Commercial General Liability Insurance or other form with
a general aggregate limit is used, either the general
aggregate limit shall apply separately to this
project/location or the general aggregate limit shall be
twice the required occurrence limit.
2. Automobile Liability: $1,000,000 per accident
for bodily injury and property damage.
3. Employer's Liability: $1,000,000 per accident
for bodily injury and property damage.
4.2.3. Deductibles and Self-insured Retentions
Any deductibles or self-insured retentions must be
declared to and approved by the City. At the option of
the City, either: the insurer shall reduce or eliminate
such deductibles or self-insured retentions as respects
the City, its officers, officials, employees and
volunteers; or the Contractor shall provide a financial
guarantee satisfactory to the City guaranteeing payment
of losses and related investigations, claim
administration and defense expenses.
4.2.4. Other Insurance Provisions
The general liability and automobile liability policies
are to contain, or be endorsed to contain, the following
provisions:
1. The City, its officers, officials, employees, and
volunteers are to be covered as insureds with respect to
liability arising out of automobiles owned, leased, hired
or borrowed by or on behalf of the contractor; and with
10 CONTRACT 1617211
respect to liability arising out of work or operations
performed by or on behalf of the Contractor including
materials, parts or equipment furnished in connection
with such work or operations. General liability coverage
can be provided in the form of an endorsement to the
Contractor's insurance, or as a separate owner's policy.
2. For any claims related to this project, the
Contractor's insurance coverage shall be primary
insurance as respects the City, its officers, officials,
employees, volunteers. Any insurance or self-insurance
maintained by the City, its officers, officials,
employees, or volunteers, shall be excess of the
Contractor's insurance and shall not contribute with it.
3. Each insurance policy required by this clause shall
be endorsed to state that coverage shall not be canceled
by either party, except after thirty (30) days' prior
written notice by certified mail, return receipt
requested, has been given to the City.
4.2.5. Acceptability of Insurers
Insurance is to be placed with admitted California
insurers with an A.M. Best's rating of no less than A -
for financial strength, as for long-term credit rating
and AMB -1 for short-term credit rating.
4.2.6. Verification of Coverage
Contractor shall furnish the City with original
certificates and amendatory endorsements effecting
coverage required by this clause. The endorsements shall
be on forms provided by the City or on other than the
City's forms, provided those endorsements or policies
conform to the requirements. All certificates and
endorsements are to be received within 15 days from
written notice of contract award, and the work shall not
commence until the certificates and endorsements have
been approved by the City. The City reserves the right to
require complete certified copies of all required
insurance policies, including endorsements effecting the
coverage required by these Special Provisions at any time.
4.2.7. Subcontractors
Contractor shall include all subcontractors as insureds
11 CONTRACT 1617211
under its policies or shall furnish separate certificates
and endorsements for each subcontractor. All coverages
for subcontractors shall be subject to all of the
requirements stated herein.
5. TERMINATION.
This Agreement may only be terminated by City: 1) for breach
of the agreement; 2) because funds are no longer available to pay
Contractor for services provided under this Agreement; or 3) City
has abandoned and does not wish to complete the project for which
Contractor was retained. City shall notify Contractor of any
alleged breach of the agreement and of the action required to cure
the breach. If Contractor fails to cure the breach within the time
specified in the notice, the contract shall be terminated as of that
time. If terminated for lack of funds or abandonment of the project,
the contract shall terminate on the date notice of termination is
given to Contractor. City shall pay the Contractor only for services
performed and expenses incurred as of the effective termination date,
unless terminated because the Contractor has failed to
satisfactorily cure a breach after notice in which event City shall:
a. retain any amounts earned under the Contract but not yet
paid by City;
b. take possession of all material and fixtures on the job
site;
C. have the right to complete the Work and recover from
Contractor any increased cost to complete the Work above the amounts
that would have been paid to Contractor hereunder, together with
any other damages suffered by City as a result of said breach.
6. MODIFICATION OF AGREEMENT.
City may, from time to time, request changes in the Work, the
time to complete the work or the compensation to be paid for the
Work. Such changes must be incorporated in written amendments to
this Agreement. To be effective, all such changes as referred to
in this section must be agreed upon in writing by both parties to
this agreement.
12 CONTRACT 1617211
7 . ASSIGNMENT.
The Contractor shall not assign any interest in this Agreement,
and shall not transfer any interest in the same (whether by
assignment or novation), without the prior written consent of City.
8. APPLICATION OF LAWS.
The parties hereby agree
and local rules, regulations
Agreement shall hereby prevail
9. INDEPENDENT CONTRACTOR.
that all applicable Federal, State
and guidelines not written into this
during the period of this Agreement.
It is the express intention of the parties hereto that Con-
tractor is an independent contractor and not an employee, joint
venturer, or partner of City for any purpose whatsoever. City shall
have no right to, and shall not control the manner or prescribe the
method of accomplishing those services contracted to and performed
by Contractor under this Agreement, and the general public and all
governmental agencies regulating such activity shall be so informed.
Those provisions of this Agreement that reserve ultimate
authority in City have been inserted solely to achieve compliance
with federal and state laws, rules, regulations, and interpretations
thereof. No such provisions and no other provisions of this
Agreement shall be interpreted or construed as creating or
establishing the relationship of employer and employee between
Contractor and City.
Contractor shall pay all estimated and actual federal and state
income and self-employment taxes that are due the state and federal
government and shall furnish and pay worker's compensation insurance,
unemployment insurance and any other benefits required by law for
himself and his employees, if any. Contractor agrees to indemnify
and hold City and its officers, agents and employees harmless from
and against any claims or demands by federal, state or local
government agencies for any such taxes or benefits due but not paid
by Contractor, including the legal costs associated with defending
against any audit, claim, demand or law suit.
Contractor warrants and represents that it is a properly
licensed for the work performed under this Agreement with a sub-
stantial investment in its business and that it maintains its own
offices and staff which it will use in performing under this
13 CONTRACT 1617211
Agreement.
10. GOVERNING LAW.
This Agreement shall be governed by and construed in accordance
with the laws of the State of California and any legal action
concerning the agreement must be filed and litigated in the proper
court in Mendocino County, each party consenting to jurisdiction
and venue of California state courts in Mendocino County.
11. SEVERABILITY.
If any provision of the Agreement is held by a court of com-
petent jurisdiction to be invalid, void, or unenforceable, the
remaining provisions shall nevertheless continue in full force and
effect without being impaired or invalidated in any way.
12. INTEGRATION.
This Agreement, including the
contains the entire agreement among th
prior and contemporaneous oral
understandings, and representations
amendments to this Agreement shall be
writing by all of the parties.
13. WAIVER.
exhibits attached hereto,
parties and supersedes all
and written agreements,
among the parties. No
binding unless executed in
No waiver of any of the provisions of this Agreement shall be
deemed, or shall constitute a waiver of any other provision, nor
shall any waiver constitute a continuing waiver. No waiver shall
be binding unless executed in writing by the party making the waiver.
14. NOTICES.
Whenever notice, payment or other communication is required or
permitted under this Agreement, it shall be deemed to have been
given when personally delivered, emailed, telefaxed or deposited in
the United States mail with proper first class postage affixed
thereto and addressed as follows:
14 CONTRACT 1617211
CONTRACTOR
Gregg Simpson Trucking
11 Highland Court
Ukiah, CA 95482
Email: gregg.simpson@comcast.net
Fax: 707-468-7448
CITY
City of Ukiah
300 Seminary Ave.
Ukiah, CA 95482
Email: mhorger@cityofukiah.com
FAX: 707-313-3621
Service by telefax shall bear a notation of the date and place of
transmission and the facsimile telephone number to which transmitted.
Either party may change the address to which notices must be sent
by providing notice of that change as provided in this paragraph.
15. PARAGRAPH HEADINGS.
The paragraph headings contained herein are for convenience
and reference only and are not intended to define or limit the scope
of this agreement.
16. EXECUTION OF AGREEMENT.
This Agreement may be executed in duplicate originals, each
bearing the original signature of the parties. Alternatively,
this Agreement may be executed and delivered by facsimile or other
electronic transmission, and in more than one counterpart, each of
which shall be deemed an original, and all of which together shall
constitute one and the same instrument. When executed using either
alternative, the executed agreement shall be deemed an original
admissible as evidence in any administrative or judicial
proceeding to prove the terms and content of this Agreement.
WHEREFORE, the parties have entered this Agreement on the date
first written above.
GREGG SIMPSON TRUCKING
CITY OF UKIAH
B y :
Sage S n lac
City Manager
California Contractor's License Number: 650339
15 CONTRACT 1617211
EXHIBIT A
3411
City of Ukiah
Bids may be emailed, faxed, or hand delivered, to the contact information listed
herein, and by the specified deadline, or the bid hill be rejected.
Submitted by: ,JT*'�-L' k IN
(Company Name
& Address) It ihiQuAt'�k ��-
CJLYsa�9�-t.s�-
BIDS ARE REQUESTED FOR THE FOLLOWING ITEMS:
RefectingADDENDUMS I and 2
REQUEST FOR. BID
300 SEMINARY AVENUE
UKIAH, CALIFORNIA 95482
P: (707) 463-6233, F: (707) 313-3621
DATE: 3/16/2017
REQ. NO. E36427
BIDS WILL BE RECEIVED UNTIL
1:30 p.m., May 18, 2017
AT THE OFFICE OF THE PROCUREMENT MANAGER
300 SEMINARY AVE. CITY ofUKIAH
BY: Mary Horger
Email: mhorger@cityofukiah.com
ALL BIDS SHALL BE F.O.B. UKIAH, CA.
QUANTITY
DESC IPTION
LNIT PRICE
EXTENDED PRICE
Hydroelectric Plant Gratings and Handralls as per attached specifications:
125 SF
Item #A I -Grating and Structural Support
139.05,
1-73'8 1. 2
20 LF
Item #B 1 -Handrail with Kick Plate
3 E s. a b
(0 3oc> . o 0
12.7 LF
Item #B2 - Handrail without Kick Plate
377
Woo. ori'
30 LF
Item #133 - Kick Plate
1 *75
6.75 LF
Item #B4 - Chains (double length)
(a12N2
L4 264. oy
4 MANDATORV PFe Bid Meeting will be held at Ill a.m., Maipeh 28, 201:7 a
Ukiah, G81ifOlFBIR 95482.
ADDITIONAL MANDATORY PRE-BID MEETING SCHEDULED: An additional Mandatory Pre -
Bid Meeting has been scheduled for it a.m., Wednesday, May 3, 2017 at the Lake
Mendocino Hydroelectric Plant, located at 1229 Lake Mendocino Drive, Ukiah, California
95482. Those who attended the first mandatory meeting that was held on March 28, 2017
are not required to attend this meeting.
2 �, D� O O
D O
TOTAL =»•
J
Payment Terms:
N 01 30
SIGNATURE: I DATE: S-ILEAD TIME
ARO :3,0-qS-d.,u1S
PRINT NAME: .J PHONE: 767t(kS-Y.EMAIL: t ,,,,4,&A4.
TERMS:
1. LOCAL PREFERENCE: Local Vendors shall be given an allowance of five percent (5`!S,), up to a maximum allowance of $2,500, on any bid for
supplies, equipment and/or materials per Ukiah City Code Section 1522.0.4. A Local Vendor Is defined as one which, 1) conducts business in an
office or other business premises with a physical location in Mendocino County, 2) holds a valid business license issued by MenWuno County
or one of the uttes In Mendocino Courtly for that business location, and 3) has conducted business in complaince with 1) and 2) for not less than
six (8) months prior to requesting the preference. The City shall receive satisfactory proof that a business qualifies as a local vendor before it
may receive the local preference. In the event that there is a tie bid, where one bidder is local, the other is not, and the bid is equal in price and
quality, the award shall go to the Local Vendor.
2. Right Is reserved to reject any and all bids.
3. Right Is reserved to accept separate items unless specifically denied by bidder.
4. Right Is reserved to reject a bid tram any bidder who has previously tailed to perform adequately for the City of Ukiah.
5. In CASE OF DEFAULT, the City of Ukiah may procure the items quoted on from other sources and hold the original bidder liable for any Increased
Costs.
s. The price. terms, delivery point, and delivery date may individually or collectively be the basis of the awarding of the bid.
7. In submitting the bid, bidder agrees that the Did shall remain open and may not be revoked or withdrawn for BU clays from the bid due date, unless
a different time period is specified in RFS.
8. Bidder agrees to perform according to its bid, if the City's acceptance is communicated to the bidder within the time specified in number 7 above.
REQUEST FOR BID
City of Ukiah
SPECIFICATION E35427
2017 Hydroelectric Plant Gratings and Handrails
March 16, 2017
Mandatory Pre -Bid Meeting
11 a.m., March 28, 2017
at the
Lake Mendocino Hydroelectric Plant
1229 Lake Mendocino Drive
Ukiah, California 95482
Bid Due Date
1:30 p.m., April 11, 2017
City of Ukiah Hydroelectric Plant Gratings and Handrails - RFB
I. Introduction
City of Ukiah is seeking bids from qualified Contractors to furnish and install gratings and handrails
inside the City's hydroelectric powerhouse at 1229 Lake Mendocino Drive, Ukiah, CA 95482.
II. Bid Procedure
PLEASE TAKE NOTICE: This Request for Bid (RFB) is issued as an open market purchase under
Section 1522 of the Ukiah City Code. This is not a formal or informal bid under the provisions of state law
governing RFB's for Public Projects. The procedures governing open market purchases are at the discretion
of the Purchasing Officer and may vary from bid to bid, depending on the City's needs. The City Code
encourages the Purchasing Officer to use modern communications, including the telephone, e-mail and the
internet, to obtain the lowest possible price, consistent with the City's needs. The Purchasing Officer does
use City bidder's lists when soliciting bids. You may contact the Purchasing Officer if you would like to be
placed on the City's bidder's list.
III. Contact Person
The City has designated Mary Horger, Procurement Manager as the contact person for questions
related to the work requested. Questions are to be submitted in writing, and can be done so by fax at
(707) 313-3621, or by e-mail at mhorger cr,cityofukiah.com.
IV. Mandatory Pre -Bid Meeting
A mandatory pre-bid conference will be held March 28, 2017 at 11 a.m. at the project site located
at the Lake Mendocino Hydroelectric Plant located at 1229 Lake Mendocino Drive, Ukiah to fully acquaint
interested Contractors with local conditions, construction and labor required so that he or she may fully
understand the facilities, difficulties and restrictions attending the execution of the work under the Contract.
Failure to attend the mandatory bid conference will be just cause for the bid to be rejected as non-responsive.
Bidders shall thoroughly examine and be familiar with the Plans and Special Provisions. The failure of any
bidder to receive or examine any form, instrument, addendum, or other document, or to visit the site and
acquaint himself with conditions there existing, shall in no way relieve the bidder from any obligation with
respect to his or her proposal or to the contract. The drawings for the work show conditions as they are
supposed or believed by the Engineer to exist; but, it is neither intended nor shall it be inferred that the
conditions as shown thereon constitute a representation by the Engineer, the City or its officers that such
conditions are actually existent, nor shall the City, the Engineer or any of their officers or representatives be
liable for any loss sustained by the Contractor as a result of a variance between the conditions shown on the
drawings and the conditions actually revealed during the progress of the work or otherwise.
Oral statements or instructions made during this mandatory pre-bid conference will not constitute an
amendment to this solicitation. The City will determine the appropriate action necessary, if any, and may
issue a written amendment to the bid request.
The bidder shall investigate to his or her satisfaction the conditions to be encountered, the character, quality
and quantities of work to be performed and materials to be furnished and the requirements of the Plans,
Special Provisions, Standard Specifications, Standard Plans, and Contract Documents. The submission of a
proposal shall be considered conclusive evidence that the bidder has made such examination and has accepted
the project workplace as a safe workplace to perform the work of the Contract.
2
City of Ukiah Hydroelectric Plant Gratings and Handrails - RFB
V. Bid Submittal Instructions
Bids can be submitted in hardcopy, fax, or by email. Bids are due on or before 1:30 p.m, April 11,
2017 to:
City of Ukiah Purchasing Department
Attn: Mary Horger
411 West Clay Street
Phone: (707) 463-6233, Fax: (707) 313-3621
Email: mhorger(@,cityofukiah.com
It will be the sole responsibility of the bidders to have their bids delivered to the City before the
closing hour and date. Late bids will not be considered and will be returned unopened to the sender. The City
will not be responsible for any cost incurred by the Contractor in preparation of their bid response.
VI. Scope of Work
Contractor shall furnish and install removable fiberglass reinforced plastic (FRP) gratings over floor
openings, piping and conduit, and removable handrails and toe boards to provide safe access for workers
around equipment and to limit access to some areas. All work is to be installed in the Lake Mendocino
hydroelectric power plant building. The finished gratings and hand rail system must comply with California
Building Code (current is 2013 CBC), OSHA, and Cal/OSHA. Permit application and accompanying
calculations shall be prepared by others.
Work is described in the Technical Specifications included as Appendix A, attached hereto, and as
shown on the following plans and details provided in Appendix B:
DRAWINGS (23 total)
CVR - Cover Sheet
EXISTING CONDITIONS
EC - UNIT I DISCHARGE
EC2 - UNIT 2 DISCHARGE
EC3 - UNIT I GENERATOR
EC4 - UNIT 2 GENERATOR
EC5 - UNIT 1 EQUIP RACK AREA
STRUCTURAL SUPPORT
S I - UNIT I DISCHARGE
S2 - UNIT 2 DISCHARGE
S3 - UNIT 1 GENERATOR
S4 UNIT 2 GENERATOR
S5 - UNIT 1 EQUIP RACK AREA
GRATINGS, HANDRAILS AND TOEBOARDS
GRI - UNIT 1 DISCHARGE
GR2 - UNIT 2 DISCHARGE
GR3 - UNIT 1 GENERATOR
GR4 -- UNIT 2 GENERATOR
City of Ukiah Hydroelectric Plant Gratings and Handrails - RFB
GR5 -- UNIT 1 EQUIP RACK AREA
DETAILS
D 1 DETAILS A -D, CONNECTIONS
D2 DETAILE E -H, CONNECTIONS
D3 SECTIONS I -J, CONN & X -BRACE
D4 DETAILS K -N, CONN EQ RACK AREA
D5 DETAIL O, COLUMNS
D6 - DETAIL Q, COLUMNS
D7 - DETAIL P, HANDRAILS
The City of Ukiah Hydroelectric Plant at Coyote Dam will be operating during the performance of the
work. Contractor shall provide all required safety protections, including hearing protection, for his
employees. Bidders will have an opportunity to observe the operating conditions and tight working
environment during the Mandatory Pre -Bid Meeting.
VII. Measurement and Payment
Measurement and Payment shall be in accordance with the attached Bid Form, with the following
applying:
1) The sum of the Extended Bid Amounts in the Bid Form shall constitute compensation for the
performance of the entire City of Ukiah Hydroelectric Plant Gratings and Handrail Project
outlined in these Construction Documents.
2) Compensation for project overhead items not specifically described in the Bid Items, such as but
not limited to, mobilization/demobilization, submittals and calculations, superintendence, layout,
surface preparation, safety, cleanup and disposal, and profit, shall be distributed among the
identified Bid Items, and no additional compensation will be allowed therefore.
3) All Units of Work and Extended Bid Amounts shall be considered final unless additional areas of
work are added.
4) Items of Work
a) Grating and Structural Support
The contract price paid per square foot (SF) of grating surface shall include full compensation
for furnishing all labor, materials, tools, equipment, and incidentals, for performing all work
necessary to construct supported grated surfaces, complete in place. The work of this item
shall include installing anchorage for, fabricating, assembling and adhering FRP structural
framing, support angles and beam seats, and making all connections; and cutting, sealing,
installing and securing molded grating sections.
b) Handrails, Chains, and Toe Boards
The contract price paid per linear foot (LF) shall include full compensation for furnishing all
labor, materials, tools, equipment, and incidentals, for performing all work necessary to
construct handrails, chains, and kick plates, complete in place. The work of this item shall
include installing wall mount, floor mount and grating mount anchorage for handrails and
N
City of Ukiah Hydroelectric Plant Gratings and Handrails - RFB
kick plates, fabricating, assembling handrail and kick plate assemblies, making all
connections; and installing rail mount and wall mount eyes and securing chains.
C) Grating Support Pedestals
Work of this item will include furnishing all labor, materials, tools, equipment, and
incidentals, for performing all work necessary for installing grating support pedestals,
complete in place. The work of this item shall include anchoring and installing base plates,
installing uprights, adjusting heights and installing supports.
Full compensation for installing pedestals where indicated on the drawings or where required
to reduce deflection of the grating to meet the specified criteria shall be considered as
included in the contract unit price for a) Grating and Structural Support, and no additional
compensation will be allowed.
VIII. Terms
The City asks that vendors specify their desired payment preferences in their bid response. The actual
payment terms of the contract will be open for negotiation during the contract phase. If no special payments
are requested prior to issuing the work, the City will assume net 30 terms.
The City reserves the right to award to the lowest, responsible bidder. The City also reserves the right
to waive any irregularities and technicalities and request rebids should it be deemed in its best interests to do
so. The price, terms, delivery point, and delivery date may individually or collectively be the basis of the
awarding of the bid. In addition, the City reserves the right to make the selection of specific parts of a bid, or
multiple proposals that will best meet the needs of the City as defined in this RFB. In addition, the City
reserves the right to reject any or all bids. The awarded contractor will enter a "Short Form Construction
Contract", Attachment A.
IX. Warran
Unless otherwise indicated, the Contractor must provide a 1 year workmanship warranty from the
date of final acceptance. The Contractor shall replace promptly and at his own expense any materials and/or
workmanship which fail during this warranty period.
X. Bidder Qualifications
The City will satisfy itself that the potential contractors are reputable firms with a proven track record
and a proven product. Contractors are asked to provide the information requested under Work Performance
History Capability. References are to be those who you have performed similar scope of work as asked for in
this RFB. References are to include the contact name and phone number. A minimum of three references are
requested.
XI. Insurance Requirements
Bidder's attention is directed to the insurance requirements - see Attachment B. Contractors shall
furnish to the City, upon award of contract, certificates of insurance covering full liability under Worker's
Compensation laws of the State of California, Comprehensive General Liability and Business Auto Insurance
with policy limits of not less than $1,000,000 naming the City as an additional insured party.
It is highly recommended that contractors confer with their respective insurance carriers or brokers to
determine in advance of bid submission the availability of insurance certificates and endorsements as
prescribed and provided herein. If an apparent awarded contractor fails to comply with the insurance
City of Ukiah Hydroelectric Plant Gratings and Handrails - RFB
requirements, that contractor may be disqualified from award of the contract. If you have questions regarding
the City's requirements, please contact the City's Risk Manager at 707-463-6287.
XII. License and Additional Requirements
1) Compliance with Laws and Regulations: All materials, parts and equipment furnished pursuant to
these specifications shall be in compliance with the laws and regulations of the State of California and OSHA.
The contractor shall, if requested by the City, supply certification and evidence of such compliance.
2) Legal Requirements and Permits: The contractor agrees to fully comply with all local, City, State and
Federal laws, regulations and ordinances governing performance of contractual services required, and it will
be the responsibility of the contractor to obtain any and all necessary licenses, permits or clearances,
including the actual cost of licenses.
3) License Requirements: Bidder/Contractor must possess a current State of California contractor's
license and a City of Ukiah business license. (For information business license, please contact Kathy
Norris, City of Ukiah Finance Department at 707-463-6202.)
a) The Contractor shall possess a valid State of California Class A license. Bidder shall provide
proof of possession of the proper licenses and certificates of registration necessary to perform the
work. Employees actually performing the tasks shall provide proof of proper certificates of
registration for same.
b) The bidder shall keep in force a City of Ukiah business license for the extent of the project.
C) Where subcontractors.. jobbers are used, bidder shall provide the City with proof of proper
licenses, certificates and proof of insurance for work performed.
4) Notice to Bidders — Contractor Registration and Prevailing Wages --No contractor or subcontractor
may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015)
unless registered with the Department oflndustrial Relations pursuant to Labor Code section 1725.5
[with limited exceptions from this requirement for bid purposes only under Labor Code section
1771.1(a)]. No contractor or subcontractor maybe awarded a contractforpublic work on a public
works project (awarded on or after April], 2014) unless registered with the Department oflndustrial
Relations pursuant to Labor Code section 1725.5. The prime contractor shall be responsible for
posting job site notices as prescribed by regulation. This project is subject to compliance monitoring
and enforcement by the Department of Industrial Relations.
Each laborer or mechanic of Contractor or any subcontractor engaged in work on the project under
this contract shall be paid, pursuant to provisions of Section 1770, including amendments thereof, of
the Labor Code of the State of California, the Director of the Department of Industrial Relations,
State of California, has ascertained the general prevailing rate of wages for straight time, overtime
Saturdays, Sundays and Holidays including employer payment for health and welfare, vacation,
pension and similar purposes, copies of the General Prevailing Wage Determination (applicable to
the work), for the locality in which the work is to be done can be reviewed at Website:
www.dir.ca.2ovf'dlsr/Dwd/northem.html.
The Labor Commissioner through the Division of Labor Standards Enforcement (DLSE) may at any
time require contractor and subcontractors to furnish electronic certified payroll records directly to
DLSE. Commencing with contracts awarded on or after April 1, 2015, all contractors and
subcontractors must furnish electronic certified payroll records directly to the DLSE.
0
City of Ukiah Hydroelectric Plant Gratings and Handrails - RFB
INDEMNIFY AND HOLD HARMLESS AGREEMENT
Contractor agrees to accept all responsibility for loss or damage to any person or entity, and to
defend, indemnity, hold harmless and release the City, its officers, agents and employees, from and against
any and all actions, claims, damages, disabilities, or costs of litigation that may be asserted by any person or
entity, arising out of or in connection with the negligent or willful misconduct in the performance by
contractor hereunder, whether or not there is concurrent, passive or active negligence on the part of the City,
but excluding liability due to the sole active negligence or willful misconduct of the City. This
indemnification obligation is not limited in any way by any limitation on the amount or type of damages or
compensation payable to or for Contractor or its agents under Workmen's Compensation acts, disability
benefits acts or other employee's benefits acts.
Contractor shall be liable to the City for any loss or damage to City property arising from or in
connection with Contractor performance hereunder. The undersigned acknowledges that this document,
together with the resulting purchase order issued by the City, the executed Short Form Construction Contract,
the insurance requirements for contractors, and the Contractor Statement Regarding insurance coverage
comprise a written agreement between the Contractor and the City binding on both parties.
The undersigned declares they are familiar with the items specified and have carefully read the RFB
specificationlrequirements, checked all of the figures stated on the specifications and accepts full
responsibility for any error or omission in the preparation of this bid.
This bid is submitted by, (check one)
Individual Owner Partnership Corporation Other
Legal Name of Bidder-Grw,
Address of Bidder I l -:A) & % LJ�-�C.:o�CA_ R SN8 2.
Tax lD# qq WL ` 9 5'S 4
Phone N umber '7 V7 t -( (AS* I (k 5N Fax Number —] n 7 q (& 7 y qP
California State Contractor's License #: (9'5 Zb 3 39 Expiration Date: t
DIR Public Works Contractor Registration #: I t tMO 13 O'R
By: � �" e+� _ Date S I$• 1 '
Signature
Print or Type Name:l i rugDSt)N O�raa /L.
Title
7
City of Ukiah Hydroelectric Plant Gratings and Handrails - RFB
WORK PERFORMANCE DATA
HISTORY AND CAPABILITY: Provide the name, locations and a narrative statement on the work performed.
WORK PERFORMED
1. COMPANY NAME:
CONTACT:^' K -
ADDRESS: SO A4L U.KaoS�ti
PHONE: 71t -l- y U �1(92��y
2. COMPANY NAME: C �24 6�- U.1; *- L
CONTACT: PAJ:W-S O
ADDRESS: 300 Str-u,-nj a4a Lk-sL:& ..
PHONE: Z O -7 • 391 - R9 4-0
3. COMPANY NAME: COL Vim` 0411—
CONTACT: FSA-'-? I_� P ahs -Q=
ADDRESS: SfJOSejwL,
PHONE: _ X07 y(4:3 iQ2Fsi
4. COMPANY NAME: CA±? 4 O a
CONTACT: ,W i�4SIRJ.(l�L+,.►�
ADDRESS: 3ot7 l�t1 o
PHONE: -It-7 to3-�t 2
5. COMPANY NAME: a
CONTACT: ( r�a�
ADDRESS: Sar�.o
PHONE: ��7•��S•1Q233
8
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City of Ukiah
Hydroelectric Plant Gratings and Handrails - RFB
SUBCONTRACTORS: The bidder must submit a list of subcontractors whom he proposes to employ on the work with
proper firm name and business address of each,
1) Subcontractor's Name Work to be performed
Address
CitytStateOp
Phone Number
California State Contractor License #
2) Subcontractor's Name
Address
City/State/Zip
Phone Number
California State Contractor License #
3)Subcontractor's Name
Address
City/State/Zip
Phone Number
California State Contractor License #
G']
Fax Number
DIR Public Works Contractor Registration #
Work to be performed
Fax Number
DIR Public Works Contractor Registration #
Work to be performed
Fax Number
DIR Public Works Contractor Registration #
City of Ukiah Hydroelectric Plant Gratings and Handrails - RFB
BIDDERICONTRACTOR STATEMENT
REGARDING INSURANCE COVERAGE
(Submit with Bid)
PROPOSER/CONTRACTOR HEREBY CERTIFIES that he/she has reviewed and understands the insurance coverage
requirements specified in the Request for Bid for:
City of Ukiah 2017 Hydroelectric Plant Gratings and Handrails
Should well be awarded the contract, we/l certify that we/1 can meet the specified requirements for insurance, including
insurance coverage of the subcontractors, and agree to name the City of Ukiah as Additional Insured for the work
specified. And we/I will comply with the provisions of Section 3700 of the Labor Code, which require every employer to
be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of
that code, before commencing the performance of the work specified.
Please Print Firm, or Corporation)
—:L5� ' T so.,)
Signature of Authorized Representative
D0,1 -Ai.. S1�QSj0 b-4NC.4,
Please Print (Name & Title of Authorized Representative)
s• ti -14 '707 L/ (DT' I (A
Date Phone Number
10
PURCHASING DEPARTMENT
411 West Clay Street, Ukiah CA 95482 City of Ukiah
(707)463-6233
mhorger@cityofukish.com
HYDROELECTRIC PLANT GRATINGS AND HANDRAILS
Spec #E35427
Addendum No.1
April 6, 2017
The following is Addendum No. 1 to SPEC. NO. E35427 — HYDRO ELECTRIC PLANT GRATINGS AND
HANDRAILS.
IF YOU SUBMIT A BID, ACKNOWLEDGMENT OF THIS ADDENDUM MUST BE SHOWN ON THIS
ADDENDUM. IN ADDITION, THIS SIGNED ACKNOWLEDGMENT MUST BE SUBMITTED WITH YOUR BID,
OR YOUR BID MAY BE DEEMED AS NON-RESPONSIVE.
This Addendum is hereby made part of the Contract Documents to the same extent as though it were
originally included therein.
CHANGE TO BID OPENING: Bid opening has been changed to 1:30 PM, May 1801, 2017.
II. ADDITIONAL MANDATORY PRE-BID MEETING SCHEDULED. An additional Mandatory Pre -
Bid Meeting has been scheduled for 11 a.m., Wednesday, May 3, 2017 at the Lake Mendocino
Hydroelectric Plant, located at 1229 Lake Mendocino Drive, Ukiah, California 95482. Those
who attended the first mandatory meeting that was held on March 28, 2017 are not required
to attend this meeting.
All er terms and conditions remain in full force and effect.
Mary V. Har
Procureme M nager
ACKNOWLEDGMENT
I hereby acknowledge that I have received this Addendum No. 2 and have reviewed and considered it
before submitting my bid.
Signed: �� 6APS'� Date Y. l�•
CompanyName: Ly!:�Z StJ _��-
PURCHASING DEPARTMENT
411 West Clay Street, Ukiah CA 95482
(707) 463-6233mhorger@cityofukiah.com
City of Ukiah
HYDROELECTRIC PLANT GRATINGS AND HANDRAILS
Addendum No. 2
April 17, 2017
The following is Addendum No. 2 to SPEC. NO. E35427 — HYDRO ELECTRIC PLANT GRATINGS AND
HANDRAILS.
IF YOU SUBMIT A BID, ACKNOWLEDGMENT OF THIS ADDENDUM MUST BE SHOWN ON THIS
ADDENDUM. IN ADDITION, THIS SIGNED ACKNOWLEDGMENT MUST BE SUBMITTED WITH YOUR BID,
OR YOUR BID MAY BE DEEMED AS NON-RESPONSIVE.
This Addendum is hereby made part of the Contract Documents to the same extent as though it were
originally included therein.
REQUEST FOR BID SHEET
I. A REVISED Request for Bid form is attached to this Addendum, and replaces the original one
issued. The revised form reflects the following changes.
a. Changes to bid opening date and additional Mandatory Pre -Bid meeting as covered in
Addendum 1.
b. The quantity listed on the Request for Bid form for Item #A1- Grating and Structural
Support is changed to 125 SF to reflect changes to the Grating and Structural Support as
indicated on Sheets S5, GR3, GR4, GR5 and D6.
c. The quantity listed on the Request for Bid form for Item #61- Handrail with Kick Plate is
changed to 20 LF to reflect the handrail change at the Unit 2 TSV Pit as indicated on Sheet
G R3.
d. The quantity listed on the Request for Bid form for Item #63- Kick Plate is changed to 30
LF to reflect the kick plate changes as indicated on Sheets GR3, GR4 and GR5.
TECHNICAL SPECIFICATIONS
I. The Table in Section 2.5 F on Page 8 of 9 of the Technical Specifications shall be changed as follows.
The third row, second column under Connections in the table shall be changed to read:
"Through L -ledger into concrete wall or slab.er 3' on centermaximum and no more than
6" from an end."
DRAWINGS
Copies of annotated drawings are included as they relate to the following comments. Sheets
included are: S5, GR1-5, D3 and D6.
II. General - The Unit 2 TSV pit is indicated on Sheet EC3. The large TSV counterweight is situated in
this pit. When the Unit 2 equipment is started or shut down, either manually or automatically, the
counterweight moves up or down throughout its range. This operating condition should be
addressed with Contractor's employees during safety briefings. No employees should enter the pit
without coordinating with City of Ukiah staff.
III. Sheet S5 — Outlined in green are members that will not be required based on changes to the gratings
shown on Sheet GR5. Structural members not required are the two C6s, the L3x3/1/4, and the two
legs in the area between the equipment, and the two Cos and one C6s outlined at the "step" near
the equipment board.
IV. Sheets GR1 to GR5—quantity lists have been removed from the drawings. Updated total quantities
are as listed on the Request for Sid Cover Sheet.
V. Sheet GR1- Note 11 should read:
"See `'"e��S2 feT Sheet S1 Note 5 with regard to Pedestal Supports."
VI. Sheet GR3 —To simplify the grating and kick plate, a small triangular area of grating and its kick plate
will be eliminated. It is outlined in green at the SE corner of the Unit 1 Generator. Indicated in red
is the added kick -plate associated with this change. Structural supports underneath will not be
affected.
VII. Sheet GR3 - The existing galvanized handrail at this location has been modified to remove a conflict
between a 4" pipe and the upper handrail pipe, and it makes no sense to leave the portion which
would remain. The Contractor shall remove the entire length of galvanized pipe handrail, which is
approximately 12' overall. The Contractor shall replace this with new FRP handrail with kick plate,
approximately 9'6" overall, extending it to the location of the existing 4" pipe. The handrail will
extend approximately 30" along the top of the wall west of the TSV counterweight, as indicated by
the orange line. Contractor shall cut off existing anchor bolts flush with concrete if they cannot be
reused with the new handrail configuration.
The handrail transition area next to the heat exchanger was not counted in the overall quantity of
handrail.
The quantity of handrail has been adjusted to account for the reasons noted in V. and VI. above.
VIII. Sheet GR4 — To simplify the grating and kick plate, two small triangular areas of grating and their
associated sections of kick plates will be eliminated. These are outlined in green at the SE and SW
corners of the Unit 2 Generator. Indicated in red are the added kick plates associated with this
change. Structural supports underneath will not be affected.
eet GR5 —To simplify the grating layout, an area of grating between two pieces of equipment will
eliminated. In addition, an area of grating indicated to be a "step" will be eliminated, as the step
no longer required. Structural supports for these small areas are no longer required and are
scribed In 1. above. A small section of additional toe plate will be required as indicated by in red.
eet Dl — References to W4x13 (steel) should refer to W4x4xi/4 (FRP).
!tail 6 should indicate spacing of anchor bolts to be maximum 3' on center.
eets D1 -D5 - To clarify, all anchor bolts, affixing L -clips to walls or floors, ledger angles to walls,
d beam seat supports to walls, shall be W' diameter x 3 Y." embedment, with the exception of the
chor bolts for the L -clips shown in Sections I and J anchoring the columns to the floor which shall
3/8" diameter by 3 X" embedment.
eet D2 — The plan views of Details G and H, show L4x4 beam seat supports affixed to the wall.
e Pian view below the details calls for specially bent stainless steel plates to connect the beam to
the wall at each end. The structural engineer has indicated that L4x4 beam seat supports similar to
Detail D on Sheet D1, as indicated in the plan views above are acceptable, with two anchor bolts
(Det G) and three anchor bolts (Det H) affixing them to the wall, and bolts through the bottom
flanges of the W4x4 and the beam seat support to secure the beam in place.
The bent SS plates called for in Detail F are still required as called for on Sheets S1 and S2.
X111. Sheet D3 Section I -The goal is to install the grating in the area shown on Sheet GR5, supporting the
C6 framing that sits on the floor, as low as practical over the existing pipe as possible to reduce the
overall height of the grating in this area and to avoid interference with the equipment dial faces.
XIV. Sheet D5—As indicated in 1. and IV. Above, an area of grating between two pieces of equipment are
being eliminated. Therefore, the members called out in Detail P on this sheet are not required.
All other terms and conditions remain in full force and effect.
Mary V. Horger
Procurement M ger
ACKNOWLEDGMENT
I hereby acknowledge that I have received this Addendum No. 2 and have reviewed and considered it
before submitting my bid.
SignedDate:
Company Name:
5 1 1 z
SHEET NOTES
1 SEE GENERAL STRUCTURAL SUPPORT NOTES, SEE SHEET Sl
2 INSTALL BEAMS OVER 1' FLAT SHEET MATERIAL TYPICAL FOR ALL C-6,
TO GET REQUIRED HEIGHT OVER PIPING. ADJUST LENGTH OF ANCHOR
BOLT TO ALSO PASS THROUGH FLAT SHEET. SEE SECTION ON DETAIL
SHEETS.
3 SLOT OPENINGS IN C-6 TO ALLOW PIPING AND CONDUIT TO PASS
THROUGH CHANNEL IS SUPPORTED BY SLAB
SUPPORT COLUMN EQUIP
TYP, SEE NOTE I PAD
UJ
C) Z
`s One
< WLL
X
0
0. uj
CL LL (D
HP IS 14,25" ABV < 0 PIT
PIT FLOOR LEVEL
C-6x1-5/8x1,'4-------
3x3x1/4 TUBE, TYP SEC I
DIAL
L-3x3x1/4 BOLT TO EACH--_ OF 2
TUBE W/ 1/2" BOLT
TM,
4
C-60-518014- 'TYP OF 2
UPPER PORTION
OF GENERATOR
1 EQUIPMENT
NOT SHOWN
FOR CLARITY
(SEE SHEET S3)
0 1'-0" 2.-0"
L_
RELOCATED*_
VALVES
(APPROX LOC)
RELOCATED
CONDUIT
(APPROX LOC)
HEATI EXCH
PIT EQUIP
TYP
UNDERSIDE OF
GRATING MUST CLR
HP AT TOP OF UNION
DIAL FACES, 1
TYP I I
HP IS 6,25' AF
-WORKING
SLAB LEVEL
EQUIPMENT
RACK 0
LL
WORKING 0
SLAB
LEVEL
Lu
DET M i,-
Lu
TYP OF 5
Oz
C-60-5/8014 0
u
"A
L
. I — - C -4x1 -3/8x3/16
'OF 2 EA END
OF STEP
WORKING
OLMO
LEVEL
cN1
CITY OF UKIAH
HYDROELECTRIC PLANT
1229 LAKE MENDOCINO DR
UKIAH, CA, 95482
:crawfcrd
& ASSOC;6rFS. inc
GC�ke as
alloc nstru Ser as
ma N —"s—-
te.- C. 95.13i?
UNIT I GEN
EQUIP RACK
SUPPORTS
SHEET
S5
Pro ect Eng Cm
Desi ner CM
Checked BY RG
Drawn By Rif
Protect No 152231
Scale
B Diu.
Date 6f 11 J2G7
GENERAL GRATING HANDRAIL AND TOE BOARD NOTES:
1, LAYOUT SHOWN IS PROVIDED TO OBTAIN BUILDING PERMIT,
AND TO ESTABLISH A BASIS FOR BID AND FOR
MEASUREMENT AND PAYMENT.
2. ACTUAL LAYOUT BY CONTRACTOR AND VENDOR MAY BE
DIFFERENT AS REQ'D BY PRODUCTS USED. NO ADDITIONAL
COMPENSATION WILL BE ALLOWED THEREFORE.
3. CONTRACTOR SHALL PROVIDE CALCULATIONS, SIGNED AND
STAMPED BY A CALIFORNIA REGISTERED ENGINEER, FOR
ACTUAL PROPOSED LAYOUT IF IT DIFFERS FROM
CONDITIONS SHOWN. NO ADDITIONAL COMPENSATION WILL
BE ALLOWED THEREFORE.
4. GRATING SHALL NOT CANTILEVER MORE THAN 6" BEYOND
SUPPORT OR DISTANCE RECOMMENDED BY
MANUFACTURER, WHICHEVER IS LESS. PEDESTAL
SUPPORTS MAY BE ADDED WITH APPROVAL OF ENGINEER.
5. ALL GRATING SHALL BE 1-1q'" DEEP AND 14" SQUARE MESH
MOLDED FRP PER SPECIFICATIONS.
6 ALL GRATING SHALL BE REMOVABLE FROM ABOVE. TOE
BOARDS ATTACHED TO GRATING SHALL BE CUT TO THE
LENGTH OF THE PANEL TO WHICH THEY ARE AFFIXED,
PANELS SHALL NOT EXCEED 50# EACH,
EXTEND GRATING
OVER DRAFT TUBE AS
CLEARANCE ALLOWS
SEE NOTE 4
i
f U);
7. ALL GRATING SHALL BE AFFIXED WITH TYPE 316 SS G -CLIPS,
MIN 4 PER PANEL AND REMOVABLE FROM ABOVE.
8. GRATINGS SHALL BE CUT TO FIT WITHIN Yz" OF PIPING AND
EQUIPMENT. TOE BOARD HAS BEEN SPECIFIED WHERE THIS
IS NOT FEASIBLE.
9. HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS FOR THE PROPOSED
PRODUCT, SEE SHEET D5 HANDRAIL. DETAILS SHALL BE
SUBMITTED FOR APPROVAL BY ENGINEER,
10. WHERE CHAINS ARE CALLED FOR TO ALLOW ACCESS
THROUGH HANDRAILS, CHAINS AND SNAP LATCHES SHALL
BE PROVIDED AT TOP AND MID RAIL LEVELS.
11. SEE SHEET S2 FOR PEDESTAL SUPPORTS.
12.DIMENSIONS ON GRATINGS AND LENGTHS OF HANDRAILS
ARE GIVEN TO ESTABLISH QUANTITIES FOR PAYMENT
QUANTITIES SHALL BE CONSIDERED FINAL, UNLESS AREAS
OF WORK ARE ADDED.
13. STRUCTURAL SUPPORTS SHALL BE AS SHOWN ON SHEETS
S1 -S5.
14.OVERHEAD BOXES TO REMAIN AND BE PAINTED YELLOW, BY
OTHERS.
OVERHEAD BOXES TO REMAIN
SEE NOTE 14
- ---- 70.00 —
ELIMINATE
1 :L
�I
MID -RAIL 24.00 UI
WHERE
-�
�1
CLEARANCE°°
Designer CM
'�,
PROHIBITS
PIT
WORKING2-50.00'
Scale 1`2 =If''
�_BrL Date
SLAB
LEVEL
z
z
O
ff ~36
36.00
r rf �
O
O
} UNIT 1
-
DISCH TUBE
sirs`
28.00
..I
i
{1.1
,I
0 1'-0,
2.-0"
CONCRETE WALL OF POWERHOUSE
_,..._.J... L-9
WORKING
GRATING
- MOUNT 48.75 SLAB
HR POST LEVEL
FLOOR
MOUNT
HR POST
EXISTING HANDRAIL WITH CHAIN
_
�c
No. S 5357 �
'�grjRUCT i1RP�P
CM
CITY OF UKIAH
HYDROELECTRIC PLANT
1229 LAKE MENDOCINO DR
UKIAH, CA, 95482
Craw ®rd
r Pasoc�otres inc
?�` a„�u�C-St'Vcca -eser,rKee occy.
qN— 5«am1
;4uh CA ae4132
UNIT 7
DISCHARGE
GRATINGS
SHEET
CM
Designer CM
phec�edByRG
RH
PrejectNo 15-2231
Scale 1`2 =If''
�_BrL Date
Date 6l1I120i
SHEET NOTES:
1 SEE GENERAL GRATING HANDRAIL AND TOE BOARD NOTES SHEET GR -1
WORKING SUPPORT COLUMN
SLABL TYP, SEE NOTE 1
LEVE
80.25
WORKING
SLAB
LEVEL
32.25
65.47
UNIT 1
GENERATOR
30 00 z PIT
z PIT
(SEE SHEET GR3)
0
ou
LL
UNIT 2 DISCHARGE TUBE
CABINET 12.00 WORKING
SLAB
LEVEL UNIT 2
TSV
PIT
oil Ess
G1
53, rn
LQ 0. S 5
0 1'--0" 2'-0" C
Project Mgt I CM
CITY OF UKIAH
HYDROELECTRIC PLANT
1229 LAKE MENDOCINO DRwest
UKIAH, CA, 95488,
Crawford
&I -=Ieres Inc
rr conscructbn sere ce
A -Project
co
UNIT 2
DISCHARGE
GRATINGS
SHEET
GR2
Project En CIA
Des,gner Cm
h cked By RG
Checked
Drawn By RH
No. 15223.1
Scale 1;:'
gy easeI
Date 6/
SHEET NOTES:
T SEE GENERAL GRATING HANDRAILS AND TOEBOARD NOTES, SHEET GR -1
2 24" CLEARANCE IS REQUIRED FOR ACCESS AROUND EQUIPMENT
3 SEE SHEET S3 FOR PEDESTAL SUPPORTS
4. REFER ALSO TO SHEET GR5 FOR GRATING TO THE EAST OF THE HANDRAIL BEHIND
THE HEAT EXCHANGER EQUIPMENT
FLOOR MOUNT
HANDRAIL POSTS 4 POSTS
15.50 MIN TO SUPPORT ENDS AND
EIq MAKE HEIGHT TRANSITION
Acc = SUPPORT N (1Y;P)
AIN FTo
SEE NOTE I
E BBOOARD (I yv)
WORKING
SLAB
LEVEL
UNIT 2
DISCHARGE
TUBE PIT
(SEE SHEET GR2)
EQUIP RACK AREA
j= (SEE SHEET GR5)
LL 0 co0 1
I
>0
uj 0
_J 2V,
nf x
< W
x 0. Oct
011.6 a.
Z n
< Z
UJ ca
0 <
z <
HANDRAIL
TRANSITION
HEIGHT
UPPER PORTION
cr
O <
cv
X WORKING
GENERATOR1
0
Of SLAB
5228
EQUIPMENT
cv F_
<
NOT SHOWN
I
FOR CLARITY
HEAT
I IIGII
PRESSURE
EXCH
WATERIAIR
PIPES
EQUIP
-14.55 SHROUD IS
/ APPROX 38 5-
T- ABV BTM OF PIT PIT
NEW HANDRAIL,
42" HIGH,
WITH
7M1397
EQUIP RACK AREA
j= (SEE SHEET GR5)
LL 0 co0 1
I
>0
uj 0
_J 2V,
nf x
< W
x 0. Oct
011.6 a.
Z n
< Z
UJ ca
0 <
z <
HANDRAIL
TRANSITION
HEIGHT
2375
89.56
73-95 EXISTING HANDRAIL WITH CHAINS
19.63
(E) HANDRAIL AND CHAIN 27" CHAINS
871,
PIT
WORKING
SLAB
F
LEVEL 13.13
UNIT 2 TSV
COUNTERWEIGHT
PROVIDE FLOOR -MOUNT
HANDRAIL POSTS TO
SECURE TO CONCRETE
PROVIDE GRATING/
SUPPORT -MOUNTED POST
0 1'-0" 2'-0" AT MID -SPAN 'p,
I VA
LADDER
cm Prolect Fn. CM
Checke�li� RG
_Drawn By PH
�0
cr
O <
cv
X WORKING
C 0
:If
C cc
0
Of SLAB
I
O
CL LEVEL
CL
cv F_
<
2375
89.56
73-95 EXISTING HANDRAIL WITH CHAINS
19.63
(E) HANDRAIL AND CHAIN 27" CHAINS
871,
PIT
WORKING
SLAB
F
LEVEL 13.13
UNIT 2 TSV
COUNTERWEIGHT
PROVIDE FLOOR -MOUNT
HANDRAIL POSTS TO
SECURE TO CONCRETE
PROVIDE GRATING/
SUPPORT -MOUNTED POST
0 1'-0" 2'-0" AT MID -SPAN 'p,
I VA
LADDER
cm Prolect Fn. CM
Checke�li� RG
_Drawn By PH
CITY OF UKIAH
HYDROELECTRIC PLANT
HYDROELE.
1229 LAKE MENDOCINO D
Crawford
ASSOCIBt55. �nC
UNIT 1
GENERATOR
GRATINGS
SHEET
GR3
N 157131
UKIAH, CA 95451
h C9Z.61
SHEET NOTES:
1. SEE GENERAL GRATING, HANDRAILS AND TOE BOARD NOTES, SHEET GR1
2 UNISTRUTS ON E SIDE OF PIT RISE TO TOP OF CONCRETE SLAB AND WILL CONFLICT
WITH GRATING GRATING SHALL BE CUT TO FIT AROUND UNISTRUT.
3. REFER TO SHEET S4 FOR PEDESTAL SUPPORTS.
28" L HANDRAIL W1TOE BOARD HIGH
GRATING AND FLOOR MOUNTED25.63 — , PRESSURE (�
AIR LINE j
1283
ij
_I_,-' UPPER - — (9 PORTION PORTION OF }' "
GENERATOR 2
EQUIPMENT
NOT SHOWN
FOR CLARITY ` �) HIGH
O O O ,� � ',w o ) ; ;- ...PRESSURE
1 " ` WATER
LINES
STIFFENER ;-,j
PLATE FLUSH
W1I-BEAM, - ' 120.18
5.75" WIDE
JOB BOX
95.03aJ W WORKING
J]= I STIFFENER i_ ,� d
EVE
(11 O ;z
' O LEVEL
PLATE WI �, , ,
LIFTING EYE,
r-
9.25" WIDE
ki
J
}
i t
�?.{ 3
1 3 4 5
2500 � s r ,. �. r as - } s r }_ r
WORKING a u u a b b r{ t
..t. yty} ;e _
t
SLAB s� -a. :r
s t
LEVEL
93.00 _ ______.. _ _ ' 01,
�'11 9 ES
I TOE BOARD (TYP)---- _ WORKING SLAB 0
` LEVEL h
o. S 5357 + a
0 1'-0" 2'-0" rf9lTR�/CT U�p ���Q
FA VA F4
F Of CAL�F�
Pro'ect Mgr. CM
CITY OF UKIAH
HYDROELECTRIC PLANT
1229 LAKE MENDOCINO DR,
UKIAH, CA, 95482
re ford
:^ � ASSC)Ciate S. 111-
cm oe Fu5iCW r-ngnenr-g cios.v>
aqui Canacrvccron ser.xna
rao,vrM4Str®acGRATINGS
K° ° &a"c`'
UNIT 2
�CN�p n-g-�p
! R
GENERATOR
SHEET
t" p4
G R
Project Eng CM
Designer cM
Checked By RG
Drawn By RH;�;
Project No 25-223.1
Scale t 2` = r.c-
By Date
Date 6/311201
SHEET NOTES
-
1 SEE GENERAL GRATINGS. HANDRAILS AND TOE BOARDS NOTES, SHEET GR1
2 SEE SHEET S5 FOR PEDESTAL SUPPORTS.
3 SEE SHEET GR3 FOR HANDRAIL IN THIS AREA.
W —
0 Z
<W
LZ- -- ----------
0
Cr 0 V
0-
�
W'
CL u- I
34,50 HP IS 14.25" ABV < 0:1
PIT FLOOR LEVEL --- ----
16.50--
12.45
� 24.25
39.67 i RELOCATED A
TOE BOARD AND --- -
HANDRAIL SHOWN
ON SHEET GR3
UNDERSIDE OF
GRATING MUST CLR
HP AT TOP OF UNION
3194
DIAL FACES, I
TYP 1
VALVES
1
(APPROX LOCI
UPPER PORTION
_7�
OF GENERATOR
RELOCATED
1 EQUIPMENT
CONDUIT
NOT SHOWN
---(APP-ROX LOC)
FOR CLARITY.
0
(SEE SHEET GR3)
HEAT EXCH
WORKING
PIT EQUIP
I
SLAB
TOE BOARD AND --- -
HANDRAIL SHOWN
ON SHEET GR3
UNDERSIDE OF
GRATING MUST CLR
HP AT TOP OF UNION
3194
DIAL FACES, I
TYP 1
CITY OF UKIAH
HYDROELECTRIC PLANT
1229 LAKE MENDOCINO OR,
UKIAH, CA, 95482
1
uj
HP IS 6.25' ASV
_7�
WORKING
1'--0"
2'--0"
EQUIPMENT
w
TOE BOARD AND --- -
HANDRAIL SHOWN
ON SHEET GR3
UNDERSIDE OF
GRATING MUST CLR
HP AT TOP OF UNION
3194
DIAL FACES, I
TYP 1
CITY OF UKIAH
HYDROELECTRIC PLANT
1229 LAKE MENDOCINO OR,
UKIAH, CA, 95482
1
uj
HP IS 6.25' ASV
_7�
WORKING
Checked By RG
SLAB LEVEL
EQUIPMENT
w
RACK
0
Date 6111
U' 67.22
WORKING
0-j
SLAB
-j
<
LEVEL
uj
tr
Z
27 06 --
00
30,73
----- --- 53,23-
WORKING
SLAB
LEVEL
19.46
11.25
BACKBOARD TO BE
MODIFIED TO INCREASE
WIDTH OF CLEAR
ACCESS, BY OTHERS
-AA
01
CIMAT—
_
CITY OF UKIAH
HYDROELECTRIC PLANT
1229 LAKE MENDOCINO OR,
UKIAH, CA, 95482
-
Crawford
ASSOCIatF-5 IrC
lQ0 ra wm ecrnas
met •�saaa
- -----
UNIT 1 GEN
EQUIP RACK
GRATINGS
SHEET
UK5
_7�
Designer Cm
Checked By RG
DrawnBy RH
Project No. 15-2231
Scale z' ra
Date
Date 6111
LL CL
LLI
LL
��� =
|NSTALLC-2x2x1/4
BRACES A3CLOSE
TO 45 DEG AS POSS
6" MAX
OVERHANG,
TYP
HIP OFUNI
14.25^ABV
PIT FLR
C -6x1 -5/8x3/8
z' 1X2 FLATI
TUBE 3x3x3/8,
BOLT AND AS
EA S1 DE OF TUBE
46 4 To L
-36.75 TO LL
16.75
Add 2 - Adjust thickness of flat
3/8" DIA SS AS (2 EA ANGLE) sheet so that grating is as low
thin hi h rdnt
SECTION j ~`~^ ~^^'^d'''~^'^
of the DiDe.
SLOT GRATING TOFIT AROUND
STIFFENERS W8L|FT|NGEYES
TOE BOARD,
GRATING MOUNTED,
8TWNST|FFENERS
W/ LIFTING EYES,
UNISTRUT PIPE
SUPPORTS EXTEND
FLUSH W! WORKING
FLOOR LEVEL. TRIM
GRATING TO FIT
EQUIP SKID
WIF W1
STIFFENER
P ES
LAT
C -6X1 -518X1/4 x 3 x 1�;l 4 A-'
SO TUBE
HIGH PRESS
VVATERWR
1'1/2^ PIPES
L-3m3x1/4.BTVVN pRzE
SUPPORTS
L-3x3x3/8EASIDE
OF TUBE
Pr cim f. Cm
CITY OF UKIAH
HYDROELECTRIC PLANT
Crawford
& Associates Inc
Gan 414�9 0011t,
Mlbbt
SECTION
SHEET
D3
Prr�jeci Eng CIA
oes'gnel CIA
Checked By RG
Di awn By Hii
-By- I
Date 6/1112011
DETAIL P
0
D 5 V2" BOLT,2 EA PER
COLUMN (TYP)
— — — — — — — — — — — — — — — — —
(D
C-6Xl-5/8Xl/4 (TYP)
3x3xl� I
TUB
L-3x3xl/4
1/2" BOLT,l EA PER
TUBE(TYP)
— — — — — — — — — — — — — — —
PLAN
lAdd2 - This framing is not required.
ESS
GIR
CIA
W S 5357
tic T 01
c
CITY OF UKIAH
HYDROELECTRIC PLANT
1229 LAKE MENDOCINO DR.
UKIAH, CA, 95482
Crawford
Associates. �nc
G-mc=l C "Sir.
5r'd C:-
1� N 5—�
DETAIL P
SHEET
D6
Hcm-�
Draw � BY RH
Pro)ect No 15-223 1
L7�
Scale N A
B
1".
City o{6Aia0- P/u// and Handrails A/'PFA1DIXA
PART 1 -GENERAL
11 SCOPE {}FWORK
A
B
C
D
TECHNICAL SPECIFICATIONS
The Contractor shall provide all |abmr, mabaha|s, equipment and incidentals as
nhovvn, opeoU5od, and required to furnish and install fiberglass reinforced plastic
(FRP)structural framing and supports and grating tocover pit areas, and
handrails and toe bnerds, around power plant equipment at the City's
hydroelectric power plant located at 1220 Lake Mendocino Or. in Ukiah. CA.
The gratings, support system, and handrails and toeboardn, including
connections, shall comply with the configuration and loading requirements of
OSHA 1910.23. Cal/OSHA, and the 2U13California Building Code.
Contractor shall provide revised calculations if the work deviates from those
",�"n"=A*,,+h� k..x�/"""n,""*
There are five work areas:
1. Unit Discharge Area
2. Unit 2Discharge Area
3. Unit 1 Generator Area
4. Unit 2Generator Area
5. Unit 1 Equip Rack Area
12 SUMMARY
A. This Section includes:
\n
\}
\
�\ `'
1. FRP Structural Fabrications
2. FRP Molded Gratings
3. FRP Handrails and Toe Boards
4. Connections and Fasteners
1.3 REFERENCES
The publications listed below (latest revision applicable) form a part of this specification
to the extant referenced herein The publications are referred to within the text by the
designation only.
ASTM D-635 Rate ofBurning and/or Extent and Time ofBurning nfSo|f-Supporting
Plastics in a Horizontal Position.
ASTM D-G38—Tensile Properties ofPlastics
ASTM D -00O - Coefficient ofLinear Thermal Expansion for Plastics
ASTM [}-70O- Flexural Properties ofUnreinfo/cnd and Reinforced Plastics
ASTM D-2344 Apparent Interlaminar Shear Strength ufParallel Fiber Composites
byShort Beam Method
ASTM E-84 Surface Burning Characteristics nfBuilding Materials
Page 1 of 9
City qI A-iah - Hydrwelecti•ic Plant Gratings and Handrails APPENDEV A
ASTM E-488 — Standard Test Method for Strength of Anchors in Concrete and
Masonry Elements
FRP Composites Grating Manual, ANSI/ACMA/FGMC 2014
NSF/ANSI Standard 61
1.4 DESIGN CRITERIA
A. The design of structural shapes, plate, gratings and handrails, including
connections, shall be in accordance with governing building codes and standards
as applicable.
1. OSHA -29 CFR as it pertains to worker safety and walking -working surfaces
for stairs, handrail and platforms.
2. Cal/OSHA-CCR, Title 8
3. California Building Code 2013
B. Temperature exposure is limited to 120°F (38°C) unless specifically stated
otherwise in drawings and/or supplementary conditions.
C. Plan sheets are provided to illustrate existing conditions, to provide a suggested
layout for structural supports, and to identify where handrails and toe boards are
required. The work area is constricted by existing equipment, piping, conduits,
and other conflicts which will affect the final layout of support members and
handrail configuration and mounting requirements.
D. All dimensions are approximate, and equipment and obstructions are irregularly
shaped. Contractor shall take field measurements and prepare Shop Drawings
for the improvements to ensure proper fitting of the work. Shop drawings shall
incorporate material callouts and specific details for the products proposed to be
used.
E. The following project specific requirements shall apply:
1. Structural Supports
a. FRP structural shapes shall be designed into structures to support all
applied loads. Deflection in any direction shall not be more than L/180 of
span for structural members. Connections shall be designed to transfer
the loads.
b. Perimeter edge support shall be L-3x3x'/4 minimum anchored to concrete
walls. Some locations may require larger L- to facilitate bolting the angle
where existing piping conflicts.
c. Floor mounted channels and flat plates at the Equipment Rack area shall
be notched as required to allow grating to cross over pipes and conduit in
the area.
2. Grating
a. FRP grating shall be designed to support 100 lbs per square foot Uniform
Load or 300 lbs concentrated load; deflection shall not exceed .25 inch.
b. All grating panels shall be removable in sections and no section shall
weigh greater than 50 Ib.
Page 2of9
City q f ` Ukiah - Hydroelectric Plant Gratings and Handrails APPErVDIX A
c. Grating shall be cut to fit to within '/z" of the adjacent concrete or
equipment.
d. Where panels abut chamfered edges of concrete Grating shall be cut at a
bevel at edges, to reduce potential for tripping hazard. See details.
e. Grating panels shall be connected to supporting members with G -clips so
that they can be installed from above. No more than one crossing
member shall be cut to facilitate the use of the G -clips. A minimum of 4
clips shall be used to secure panels.
f. Grating panels shall not extend more than 6" beyond support members
without the addition of pedestal supports.
3. Handrails, Chains, and Toe Boards
a. Handrail, handrail, and attachments shall be able to withstand the
following forces. Apply loads non -simultaneously to produce maximum
stresses.
1. Hand Top Rail and Handrail Concentrated Load: 200 Ib applied at any
point in any direction.
2. Hand Top Rail Uniform Load: 50 Ib/if applied in any direction.
Intermediate Rails, Panels, and Baluster Concentrated Load: 50 Ib
applied to '1 sf area.
b. Handrails and toe boards are required where indicated on plans.
c. Unless otherwise stated on drawings, or recommended by manufacturer,
solid plugs inside of handrail connections must extend a minimum of one
inch beyond the uppermost bolt hole to prevent crushing of post tubing.
Bolt holes must provide clearance of 1/16" for 1/2" diameter bolts/studs.
The holes should be on the longitudinal center line of the post 1" from
bottom of post (minimum) and not less than 3" apart on center.
d. Post locations must be no greater than 18°, nor less than 9" from
horizontal or vertical change in handrail direction. Posts are centered no
greater than 60" apart on any straight run of rail.
e. Handrails and toe boards shall be removable.
f. Toe boards affixed to gratings that are not attached to handrails shall be
configured such that they remain attached to the grating panels when the
panels are removed and replaced.
g. Chains shall be attached at the top rail and mid rails levels with clips and
eyes at each end of the chain. Eye bolts in handrail end posts or installed
in the concrete wall shall be Type 316 SS.
h. Handrail spanning over a portion of the Unit 1 discharge tube shall be
fitted with a mid -rail where clearance allows.
F. Use 316 stainless steel nuts; bolts and washers, anchors, clips, plates and other
mechanical means of connection.
G. Use high-strength epoxy adhesives and sealants designed for FRP use.
Page 3 of 9
City F�f Ukiah - Hydroelectric Platit Gratings and Handrails APPENDLV A
1.5 QUALITY ASSURANCE
A. The material covered by these specifications shall be furnished by an ISO -
9001:2008 certified manufacturer of proven ability who is regularly engaged in
the manufacture; fabrication and installation of FRP systems.
B. Fabricator Qualifications: Firm experienced in successfully producing FRP
fabrications similar to that indicated for this project, with sufficient production
capacity to produce required units without causing delay in the work.
C. In addition to requirements of these specifications, comply with manufacturer's
instructions and recommendations for work.
D. Substitution of any component or modification of system shall be made only
when approved by the Engineer.
E. All FRP fabrications shall be manufactured by the same firm to assure
compatibility of installed components.
1.6 SUBMITTALS
A. Submittals shall include plans, elevations, and details of sections and
connections. Show type and location of all fasteners.
B. Submittals shall clearly identify by highlight, arrows or other means, the specific
products proposed for this project.
C. Contractor shall submit the manufacturer's published literature including
structural design data, structural properties data, grating load/deflection tables,
corrosion resistance tables, certificates of compliance, test reports as applicable,
concrete anchor systems and their allowable load tables, and design calculations
for systems not sized or designed in the contract documents.
D. The Contractor may be requested to submit sample pieces of each item specified
herein for acceptance by the Engineer as to quality and color. Sample pieces
shall be manufactured by the method to be used in the Work.
1.7 WARRANTY
A. FRP manufacturer/fabricator shall warrant the installation for a period of 5 years
to the City after accepted installation. Any defects or failures shall be corrected at
no cost to the City during this period.
PART 2 -PRODUCTS
2.1 GENERAL
A. All FRP materials shall be manufactured with vinylester resins.
B. All structural shapes shall be constructed of continuous strand roving, transverse
mat, and a synthetic surface veil, including ultraviolet (UV) light inhibitors. All
molded grating shall have ultraviolet (UV) inhibitors.
C. All FRP items furnished under this Section shall be composed of fiberglass
reinforcement and resin in qualities, quantities, properties, arrangements and
dimensions as necessary to meet the design requirements and dimensions as
specified herein and on the Plan Drawings.
D. All FRP products shall be fire retardant and have a tested flame spread rating of
25 or less when tested in accordance with the ASTM E-84.
Page 4 of 9
City of Ukiah - Hy(hwelectric Plant Gratings and Handt•ails APPENDIX A
E. All finished surfaces of FRP items and fabrications shall be smooth, resin rich,
free of voids and without dry spots, cracks, crazes or unreinforced areas. All
glass fibers shall be well covered with resin to protect against their exposure due
to wear or weathering.
F. After fabrication, all cut ends, holes and abrasions of FRP components shall be
sealed with a resin comparable to the grating panel and structural members, in
accordance with manufacturer's recommendations.
G. Manufacturers:
1. Bedford Reinforced Plastics, Bedford PA, (800) 377-3280
2. Seasafe Inc., Lafayette LA, (800) 326-8842
3. Strongwell, St Louis MO, (636) 212-1599
4. Fibergrate Composite Structures, Inc., Dallas, TX, (800) 527-4043
5. Or equal, as determined by Engineer
2.2 FRP STRUCTURAL FABRICATIONS AND PLATE
A. All structural shapes shall be fabricated with good workmanship, closely fitted
joints, and finished true to line and in accurate position to permit installation and
proper joining of parts in the field.
B. Structural shapes shall be grey in color or as otherwise approved by City.
C. The minimum physical properties shall be:
Property —
ASTM
Longitudinal
Transverse
1
Direction
Direction
I Tensile Stress
D-638 fi
30,000 psi
7,000 psi i
Tensile Modulus
D-638
2_.5_'x-1 61 psi
0.$x10 psi
- ._-
Compressive Stress
D-695
30 000 psi
15,000 psi {
Compressive Modulus
D-695
2.5x`10 psi
1.0x10psi
Flexural Stress
--al --- - --
D-790 j
- --- --- ----�
30,000 psi—___.m...
--30,000 --
10,000 psi
---s --,
Flexural Modulus
D-790
1.8x10 psi
0.8x10 psi
Modulus of Elasticity E
Full Section ;
2.8x 100 psi
D. All pieces to have easily identified part numbers or piece marks.
2.3 FRP GRATING
A. Manufacture: Grating shall be of a one piece molded construction with tops and
bottoms of bearing bars and cross bars in the same plane. Grating shall have a
square mesh pattern providing bidirectional. Grating shall be reinforced with
continuous rovings of equal number of layers in each direction. The top layer of
reinforcement shall be no more than 1/8" below the top surface of the grating so
as to provide maximum stiffness and prevent resin chipping of unreinforced
surfaces. Percentage of glass (by weight) shall not exceed 35% so as to achieve
maximum corrosion resistance, and as required to maintain the structural
requirements of the contract.
B. After molding, no dry glass fibers shall be visible on any surface of bearing bars
or cross bars. All bars shall be smooth and uniform with no evidence of fiber
orientation irregularities, interlaminar voids, porosity, resin rich or resin starved
areas.
Page 5 of 9
City of tWiah - Hyda•nelecti•ic Plant Ga•atings and Handrails
2.4
APPENDIX A
C. Color shall be grey, or as otherwise approved by City.
D. FRP Grating shall support a Uniform Load of 100 psf or concentrated load of 300
Ib. Deflection shall not exceed 0.25".
E. Grating surface shall have integral embedded grit for slip resistance.
1. The mesh pattern and thickness shall be as indicated on drawings, consisting
of:
a. 1-1/2" square mesh, 1-'/?" thick
F. Layout: Openings and holes shall be determined in the field. Grating openings
which fit around protrusions (pipes, cables, machinery, etc.) shall be
discontinuous at approximately the centerline of opening so each section of
grating is readily removable.
G. Grating shall be cut at a bevel at edges abutting chamfered edges of concrete to
reduce potential for tripping hazards. See details.
H. All grating shall be attached a minimum of 4 clips per piece with 316 stainless
steel grating "G -clips" suitable for installing from above the grating. Additional
clips shall be installed as necessary to assure an even and secure walking
surface.
I. All pieces to have easily identified part numbers or piece marks.
HANDRAILS AND KICKPLATES
A- All handrailing shall be removable. Refer to drawings for specific mounting
requirements at various locations.
B. Handrails and toe boards shall be yellow in color, or as otherwise approved by
City.
C. The rails and posts shall be 1.5" round or square tubing manufactured by the
pultrusion process.
D- Fabrication The fiberglass standard railing system shall be fabricated into
finished sections by fabricating and joining together the pultruded tube using
molded or pultruded components; epoxy bonded and connected according
manufacturer's instructions.
E. All pieces to have easily identified part numbers or piece marks.
F. Mechanical properties shall meet or exceed the values listed in the following
table:
Standard Railing Fiberglass Pultruded Material Properties
Sq Tube j
Properties
-----._........-----
Ultimate Flexural Stress
(Full Section)— _
Flexural Modulus
(non -phenolic)
(Full Section)
Flexural Modulus
(phenolic)
Full Section
Density
Test Method Test Units 11 Values
n/a psi ' 36,000
Rd Tube
Values_
60,000
n/a ( psi x 106 4.5
n/a
E i
nla E psi x 106 6.0 6.0
ASTM D792 1 lbs/in
Page 6 of 9
065 - .075 1 .065 - .075
-
City of Ukiah - Hythwelectric Plant Gratira;s and HarrdE-ails APPENDIX A
Standard Railing Fiberglass Pultruded Material Properties
� S Tube Rd Tube
Properties Test Method Test Units Values Values
24 hr. Water Absorption 0.6 0.6
(non -phenolic) ASTM D570 I% max by wt , 2.0 2.0
(phenolic) — — i --— -- — — --- i ------
Coefficient of Thermal ASTM D696 10 ° in/in/'F 7 7
!Expansion, lengthwise
2.5 FASTENERS AND HARDWARE
A. Fasteners: All fasteners, including nuts, bolts; washers; clips, anchor bolts and
plate shall be type 316 stainless steel.
B. All fasteners shall be IBC certified and seismically qualified.
C. Substitutions will not be considered unless accompanied with ICBO report
verifying strength and material equivalency.
1. Expansion Anchors Simpson Strong Tie - Strong -Bolt 2
ITW Red Head - Trubolt
Hilti — Kwik Bolt TZ
Or equal
2. Adhesive Anchors Simpson - AT -XP Adhesive
ITW Red Head — Epcon G5
Hilti — RE 500 -SD Adhesive Anchor System
Or equal
D. Installed according to manufacturer's recommendations.
E. All bolt sets shall include two washers. All anchor bolts shall include one washer.
Page 7 of 9
City o f Ukiah - Hydroelectric Plant Gratings acrd Handrails APPEAIDLY A
F. Unless noted otherwise on plan sheets, fasteners shall be sized according to the
following schedule:
CONNECTIONS AND ANCHOR BOLT REQUIREMENTS:
CONNECTIONS ----T--T-
Beam to Column
__
Through beam and column,
TYPE
DIA
—
LENG
_Q_UAN
To p
with solid bars acers if
Ip
SS Type/z"
2 ea
I flange of member is not in
316;
varies
direct contact with tube
Beam to Column -
column.
1 Through column and I -clip
i
SS Typed
Bottom
j bases on each side
i 316
�z„
varies
_
1 ea
_
Ledger to
Through L -ledger into
Hilti Kwik
Concrete Wall or
concrete wall or slab.
Boit TZ
��'
3-114"
!
varies I
side of concrete
2' on center and no more
SS316
embed
workingslab
than 6 from an end
ANCHOR BOLTSTYPE
DIA I
-
LENG
QUAN
--
-
Column Base
— — —
Through L -clip base into
Hilti Kwik3-114"
T__
2 ea, 1
concrete slab (no closer than
Bolt TZ
embed
ea side j
6fr from an edge)
SS316
Handrail Base
------- -- -
Handrail Base
Posts anchored to floor or
I side mounted to face of;
concrete
--- - -
Mounted to structuralSee
member
Epoxy or
Mechanical
- --
/z I
- ---
z
Design as Req'd
-----�
vanes
— - Detail
-- -� �.--
CLIPS AND MISC
—------..._
FASTENERS_
TYPE
DIA
LENG_ QUAN_
_A_
Grating to
No less than 4 per panel and
Supports
' at each corner.
See
Remove no more than one
G -clip
Mfr varies
i bar to connect to beam or
data
ledger
I Toeboard to
Grating
Sections to match grating
panel lengths.
Remove no more than one
M cli p or
G -Clip
See
Mfr varies
bar to connect to beam or
!
data
led e
Toeboard to
Per Manufacturer's
Handrail
specifications
Toeboard Splices
PART 3 - EXECUTION
3.1 DELIVERY AND STORAGE
A. Delivery of Materials: Manufactured materials shall be delivered in original,
unbroken pallets, packages, containers, or bundles bearing the label of the
manufacturer. Adhesives, resins and their catalysts and hardeners shall be
crated or boxed separately and noted as such to facilitate their movement to a
dry indoor storage facility.
B. Storage of Products: All materials shall be carefully handled to prevent them from
abrasion, cracking, chipping, twisting, other deformations, and other types of
damage. Adhesives, resins and their catalysts are to be stored in dry indoor
storage facilities between 70 and 85 degrees Fahrenheit until they are required.
Page 8 of 9
City gf*Ckiah - Hydroelectric Plant Gratings and Handrails APPENDIX A
3.2 INSTALLATION
A. Prior to grating installation, Contractor shall inspect supports for correct size,
layout, and alignment. Any inconsistencies between contract drawings and
supporting structure deemed detrimental to grating placement shall be reported
in writing to the Engineer or Owner's agent prior to grating placement.
B. Contractor shall install gratings, supporting structures, and edge angles in
accordance with manufacture's recommendations. Fasten materials securely
with specified fasteners.
C. Install grating in accordance with shop drawings and standard installation
clearances as recommended by the FRP Composites Grating Manual.
D. Install components plumb and level, accurately fitted, free from distortion or
defects.
E. Cutting, Fitting, and Placement.
1. Field cut and drill fiberglass reinforced plastics with Carbide or diamond
tipped blades and bits.
2. All field cutting of FRP members shall be performed outdoors. Drilling may
be conducted indoors but all filings and waste shall be carefully collected,
packaged and removed from the powerhouse. Follow manufacturer's
instructions when cutting or drilling fiberglass products or using resin
products; provide adequate ventilation.
3. Seal cut or drilled surfaces in accordance with manufacturer's instructions,
using a compatible resin coating.
4. Perform all cutting and filling required for installation. Grating shall be placed
such that cross bars align.
5. All exposed surfaces shall be smooth and true to form.
6. Wherever grating is pierced by pipes, ducts and structural members, cut
openings neatly and accurately to size.
7. All rectangular cutouts are to be made to the next bearing bar beyond the
penetration with a clearance not to exceed bearing bar spacing.
8. Utilize standard panel widths wherever possible.
F. Conceal bolts and screws in handrail assemblies whenever possible. Where not
concealed, use flush countersunk fastenings.
END OF SECTION
Page 9 of 9
