Project 123 - Specification - 1991-09-03 1.
COSTA MESA SANITARY DISTRICT
Orange County, California
PUMP STATION RECOATING & MAINTENANCE
Project No. 1112100-123
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ROBIN B. HAMERS
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Bid Set Number
COSTA MESA SANITARY DISTRICT
ORANGE COUNTY CALIFORNIA
NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that sealed proposals for furnishing all labor
materials, equipment transportation and such other facilities as may
be required for the CONSTRUCTION OF THE FOLLOWING PROJECT
PUMP STATION RECOATING 8 MAINTENANCE PROJECT NO 1112100-123
Bids will be received by the Costa Mesa Sanitary District at the
office of the City Clerk 77 Fair Drive, Costa Mesa, California until
the hour of 10 00 a.m. September 30, 1991 at which time they will be
opened publicly and read aloud in the council chambers Sealed
proposals shall bear the title of the work and the name of the bidder
but no other distinguishing mark Any bid received after the scheduled
closing time for the receipt of bids shall be returned to the bidder
unopened It shall be the sole responsibility of the bidder to see
that his bid is received in proper time
A set of plans and specifications may be obtained at the City of Costa
Mesa Department of Public Services 4th Floor 77 Fair Drive, Costa
Mesa California upon a non-refundable payment of $ 10 00 . An
additional charge of $2 00 will be made if handled by mail [Phone
(714) 754-5307 for purchasing information ]
Each bid shall be made on the Proposal Form provided in the contract
documents and shall be accompanied by a certified or cashier' s check or
a bid bond for not less than 10% of the amount of the bid made payable
to the Costa Mesa Sanitary District No proposals shall be considered
unless accompanied by such cashier s check cash or bidder s bond
No bid shall be considered unless it is made on a blank form furnished
by the Costa Mesa Sanitary District and is made in accordance with the
provisions of the Proposal requirements
Each bidder must be licensed and also prequalified as required by law
A Class A or C42 contractor s license is required
The Board of Directors of the Costa Mesa Sanitary District reserves the
right to reject any or all bids
The Contractor shall comply with the provisions of Section 1770 to 1780
inclusive of the California Labor Code, the prevailing rate and scale
of wages determined by the Director of the Department of Industrial
Relations, State of California which are filed with the Assistant
Manager/Clerk of the District and shall forfeit penalties prescribed
therefore for noncompliance of said code
Dated September 3 1991 BY ORDER OF THE BOARD OF DIRECTORS
OF THE COSTA MESA SANITARY DISTRICT
TABLE OF CONTENTS
Page
Proposal P-1
PART 1
A Standard Specifications 1
B General Provisions 1
1-2 Definitions 1
1-3 Abbreviations 2
2-1 1 Award of Contract 2
2-1 2 Procedure for Proposal Submittal 2
2-1 3 Request for Interpretation 3
2-1 4 Return of Bid Security 3
2-1 5 Execution of Contract 4
2-3 1 Subcontracts General 4
2-4 Contract Bonds 4
2-5 1 Plans and Specifications 4
2-9 1 Permanent Survey Markers 5
2-10 Authority of Board and Inspection 5
3-1 1 Changes in Work General 6
3-3 1 Extra Work General 7
3-3 2 3(a) Markup 7
4-1 4 Test of Materials 7
5-1 Utilities General 7
5-4 Relocation of Utilities 8
6-1 Construction Schedule and Commencement of Work 8
6-6 2 Extension of Time 8
7-2 3 Prevailing Wage Rates 9
7-2 4 Apprentices 9
7-3 Contractor s Insurance 9
7-5 Permits and Licenses 10
7-6 Contractor s Representatives 11
7-8 1 Cleanup and Dust Control 11
7-8 5 Temporary Light Power and Water 11
7-10 Public Convenience and Safety 12
7-13 Laws To Be Observed 12
9-3 2 Partial and Final Payment 12
9-3 3 Delivered Materials 13
SPECIAL PROVISIONS
PART 3
CONSTRUCTION METHODS
A-I General Description of Work 14
B-I Connections •to Existing Facilities 14
B-II Guarantees and Tests 15
B-III Safety Requirements and Permits 15
B-IV Traffic 15
B-V Protective Coating for Wetwell Interior 16
A Surface Preparation 16
B Water Tightness 16
C Mortar Application 16
D Liner Installation 17
E Safety and Health Requirements 17
B-VI Pipe Fittings and Valves 18
1 General 18
2 Ductile Iron Pipe 18
3 Pipe Joints 18
4 Fittings 19
5 Installation 19
6 Pipe Hangers and Supports 19
7 Valves 19
B-VII Testing 20
1 General PO
2 Pressure Piping PO
B-VIII Removal of Existing Equipment PO
B-IX Electrical and Controls PO
1 General PO
2 Special Requirements P1
3 Guarantees and Tests P1
4 Electrical Service P1
5 Materials P1
6 Electrical Equipment Y1
7 Phase and Power Monitor Relay P1
PROPOSAL
PROJECT NO 1112100-123
REHABILITATION OF MANHOLES
TO THE BOARD OF DIRECTORS
COSTA MESA SANITARY DISTRICT
77 FAIR DRIVE
COSTA MESA CALIFORNIA 92626
GENTLEMEN
In compliance with the NOTICE INVITING BIDS for the PUMP STATION
RECOATING AND MAINTENANCE which is hereto attached, the undersigned has
carefully examined the location of the proposed work the plans
specifications and other contract documents therefore and is satisfied
as to the conditions to be encountered as to the character quality
and quantity of work to be performed and materials to be furnished as
to the requirements of the specifications and the contract It is
mutually agreed that the submission of a proposal shall be considered
prima facie evidence that the bidder has made such examination If
awarded the contract the undersigned agrees to commence work under the
contract within ten calendar days from the date of the contract and to
complete said work within 30 working days from the first day of
commencement of said work unless legal extension is granted in
accordance with the terms set forth in the specifications and to
perform and complete the work as shown on the plans and in accordance
with the specifications and other contract documents and to furnish
all labor materials tools and equipment necessary to complete the
work in place in the manner and time prescribed at the following
prices to wit
PROPOSAL SCHEDULE
Item Approx Item with Unit Price Unit Price
No Quantity Written in Words Figures Total
1 L S Water blast entire manhole interior
apply sancon E100 coating or equiv
Dollars and Cents $ $
per lump sum
P- 1 Bidder s Initials
PROPOSAL SCHEDULE (continued)
Item Approx Item with Unit Price Unit Price
No. Quantity Written in Words Figures Total
2 L S Remove exist 8 D I P & fittings
install new 8 D I P & fittings
Dollars and Cents $ $
per lump sum
3 L S Sandblast (or waterblast) exist
pipe Apply new coating
Dollars and Cents $ $
per lump sum
4 3 EA Remove exist junction box
Install 2 1/2 conduit seal
Seal M H coating
Dollars and Cents $ $
per each
5 1 EA Install new support bracket
(stainless steel )
Dollars and Cents $ $
per each
6 L S Replace exist 2 guide rail pipe
with stainless steel 2 per pump
4 total
Dollars and Cents $ $
per lump sum
7 L S Remove exist steps Install new
access steps
Dollars and Cents $ $
per lump sum
P-2 Bidder s Initials
PROPOSAL SCHEDULE (continued)
8 2 EA Replace exist 8 swing check
valve
Dollars and Cents $ $
per each
9 4 EA Install new intermediate guide
bar brackets stainless steel
Dollars and Cents $ $
per each
10 L S Replace exist 3 guide rail pipe
with stainless steel, 2 per pump
4 total
Dollars and Cents $ $
per lump sum
11 12 EA Install 3-phase power monitor relay
Dollars and Cents $ $
per each
P-3 Bidder s Initials
Total or gross sum written in words Total or gross sum in figures
E
Bidder s Initials
In case of a discrepancy between the words and figures the words
shall prevail
The Contractor agrees that the District will not be held
responsible if any of the approximate quantities shown in the foregoing
proposal shall be found incorrect and he shall not make any claim for
damages or for loss of profits because of a difference between the
quantities of the various classes of work as estimated and the work
actually done If any error omission or mis-statements shall be
discovered in the estimated quantities it shall not invalidate this
contract or release the Contractor from the execution and completion of
the whole or part of the work herein specified in accordance with the
specifications and the plans herein mentioned and the prices herein
agreed upon and fixed therefor or excuse him from any of the
obligations or liabilities hereunder, or entitle him to any damages or
compensation otherwise than as provided for in this contract
The Contractor agrees that the District shall have the right to
increase or decrease the quantity of any bid item or portion of the
work or to omit portions of the work as may be deemed necessary or
expedient and that the payment for incidental items of work not
separately provided in the proposal shall be considered included in the
price bid for other various items of work
Accompanying this proposal is
($
NOTICE Insert the words Cash Certified Check or Bidder s Bond
as the case may be in an amount equal to at least ten per cent of the
total bid price payable to the Costa Mesa Sanitary District
P-4 Bidder s Initials
The undersigned deposits the above named security as a proposal
guaranty and agrees that it shall be forfeited to the Costa Mesa Sanitary
District as liquidated damages in case this proposal is accepted by the
District and the undersigned shall fail to execute a contract for doing said
work and to furnish good and sufficient bonds in the form set forth in the
specifications and contract documents of the District with surety satisfac-
tory to the District within 10 Days after the bidder has received written
notice of the award of the contract, otherwise said security shall be
returned to the undersigned
Respectfully submitted
Contractor' s Business Name Contractor Title
Business Address Street BY Title
City State Zip Contractor' s License Expiration
Date & Classification
Business Phone Number
Name Title
Residence Street
City State Zip
Residence Phone Number
I declare under penalty of perjury under the laws of the State of California
that the forgoing is true and correct
Dated at this day of 19
(Signed)
The full names and residences of all persons and parties interested in the
foregoing proposal as principals are as follows
NOTICE Give first and last names in full in case of corporation give
names of President Secretary Treasurer and Manager and affix corporate
seal in all cases of partnerships and joint ventures give names of all the
individual members
P-5 Bidder s Initials
CONSTRUCTION PROJECT REFERENCES
In order to more fully evaluate your background and experience for
the project herein proposed, it is requested that you submit a list
of Public Works and/or similar construction projects completed or
in progress within the last 24 months Your cooperation in this
matter is greatly appreciated
DATE PROJECT AGENCY'S CONTRACT
AWARDED AWARDING AGENCY ADMINISTRATOR
Bidder shall signify receipt of all Addenda here if any
Addendum No Date Received Bidder s Signature
P-6 Bidder s Initials
DESIGNATION OF SUBCONTRACTORS
In compliance with the Subletting and Subcontracting Fair
Practices Act being Sections 4100-4113 of the Government Code of the
State of California and any amendments thereto each bidder shall set
forth below the name and location of the place of business of each
Subcontractor who will perform work or labor or render service to the
prime Contractor in or about the construction of the work or improve-
ment in an amount in excess of 1/2 of 1% of the prime Contractor s
total bid and shall further set forth the portion of the work which
will be done by each such Subcontractor Only one Subcontractor for
each such portion shall be listed
If the Contractor fails to specify a Subcontractor for any portion
of the work to be performed under the contract he shall be deemed to
have agreed to perform such work himself, and he shall not be permitted
to subcontract that portion of the work except under the conditions
hereinafter set forth
Subletting or subcontracting of any portion of the work to which
no Subcontractor was designated in the original bid shall only be
permitted in cases of public emergency or necessity and then only
after a finding reduced to writing as a public record of the Legisla-
tive Body of the owner
Portion State License
Of Work Subcontractor s Name and Address Number Class
P- 7 Bidder s Initials
BIDDER S BOND TO ACCOMPANY PROPOSAL
(Required if the bidder desires to submit bond instead of a
certified or cashier' s check)
KNOW ALL PEOPLE BY THESE PRESENTS
That we as
principals and as surety
are held and firmly bound unto the Costa Mesa Sanitary District a
special district organized under the laws of the State of
California and situated in Orange County in the sum of
(S 1 to be paid to the District its successors
and assigns for which payment well and truly to be made we bind
ourselves our heirs executors, and administrators, successors or
assigns, joint and severally firmly by these presents
THE CONDITION OF THIS OBLIGATION IS SUCH,
That if the certain proposal of the above bounden
is accepted by the Costa
Mesa Sanitary District and if the above bounden
his heirs executors administrators successors
and assigns shall duly enter into and execute a contract for such
construction and shall execute and deliver the LABOR AND MATERIAL
and the FAITHFUL PERFORMANCE BONDS described within 10 days ( not
including Sunday) from the date of the mailing of a notice of the
above bounden by and from District that said
contract is ready for execution then this obligation shall become
null and void otherwise it shall be and remain in full force and
virtue
IN WITNESS WHEREOF
We hereunto set our hands and seals this day of
1991
P-8 Bidder s Initials
NON-COLLUSION AFFIDAVIT
The bidders, by its officers and agents or representatives present
at the time of filing this bid, being duly sworn on their oaths say
that neither they nor any of them have in any way directly or
indirectly entered into any arrangement or agreement with any other
bidder or with any public officer of Costa Mesa Sanitary District
whereby such affiant or affiants or either of them has paid or is to
pay to such bidder or public officer any sum of money or has given or
is to give to such other bidder or public officer anything of value
whatever or such affiant or affiants or either of them has not direct-
ly or indirectly, entered into any arrangement or agreement with any
other bidder or bidder which tends to or does lessen or destroy free
competition in the letting of the contract sought for on the attached
bids that no bid has been accepted from any Subcontractor or supplier
through any bid depository, the By-Laws Rules or Regulation of which
prohibit or prevent the Contractor from considering any bid from any
Subcontractor or supplier which is not processed through said bid
depository or which prevent any Subcontractor or supplier from bidding
to any Contractor who does not use the facilities of or accept bids
from or through such bid depository that no inducement of any form or
character other than that which appears upon the face of the bid will
be suggested offered paid or delivered to any person of the contract
nor has this bidder any agreement or understanding of any kind whatso-
ever with any person whomsoever to pay, deliver to or share with any
other person in any way or manner any of the proceeds of the contracts
sought by this bid
Subscribed and sworn to before me by
This day of 1991
My Commission expires
Notary Public
P-9 Bidder s Initials
PART 1
A. STANDARD SPECIFICATIONS
Except as hereinafter provided, the provisions of the latest edition of
the °Standard Specifications for Public Works Construction" (green book) and
all amendments thereto, adopted by the Joint Cooperative Committee of South-
ern California Chapter, American Public Works Association, hereinafter re-
ferred to as Standard Specifications, are adopted as the "Standard Specifi-
cations" of the Costa Mesa Sanitary District and shall be considered as a
part of these specifications
Where specified in these specifications, the latest edition of "Stan-
dard Specifications and Standard Plans of the "State of California, Depart-
ment of Transportation, Division of Highways", shall apply Whenever refer-
ence is made to any government code, the latest revisions to the referenced
sections shall apply
B GENERAL PROVISIONS
Following additions are made in the °Standard Specifications" If
there is a conflict between Standard Specifications and these additions
these additions shall have first precedence
1-2 DEFINITIOI S
(a) AGENCY The Costa Mesa Sanitary District also hereinafter called
"District
(b) BOARD The Board of Directors of the Costa Mesa Sanitary District
(c) CONTRACT Documents including but not limited to the Proposal , Standard
Specifications General Provisions, Special Provisions,
Plans, Bonds, Insurance, Contract Agreement and all Addenda
setting forth any modifications of the document
(d) ENGINEER District Engineer of the Costa Mesa Sanitary District
(e) BIDDER Any individual , co-partnership, association or corporation
submitting a proposal for the work contemplated acting
directly or through a duly authorized representative
(f) LEGAL ADDRESS The legal address of the Contractor shall be the address
of contractor given on the Contractor' s bid and is
hereby designated as the place to which all notices,
letters or other communications to the Contractor shall
be mailed or delivered
- 1 -
(g) LABORATORY An established laboratory approved and authorized by the
Engineer for testing materials and work involved in the
Contract
(h) STATE Chapter 3, Part 5, Division 3 Title 2 of the Government
CONTRACT Code The provisions of this act and other applicable laws,
ACT form and constitute a part of the provisions of this contract
to the same extent as if set forth herein, in full
1-3 ABBREVIATIONS
CCM City of Costa Mesa
O.0 E M.A Orange County Environmental Management Agency
O C S D Orange County Sanitation District
2-1 1 AWARD OF CONTRACT
The award of contract, if awarded, will be to the lowest responsible
bidder whose proposal complies with all requirements of the notice inviting
bids and Section 2-1 2 of these specifications The District, however
reserves the right to reject any or all bids, and to waive any informality
in the bids received The award, if made, will be made within 30 days after
the opening of the bids
2-1 2 PROCEDURE FOR PROPOSAL SUBMITTAL
Proposal shall be made and submitted on the Proposal Forms in accor-
dance with the Notice Inviting Bids In addition to the required signatures
in the spaces provided in the proposal forms each bidder shall initial each
sheet of the proposal forms at the bottom right hand corner
No person, firm, or corporation, shall be allowed to make, file, or be
interested in, more than one bid for the same work unless alternate bids
are called for A person, firm, or corporation, who has submitted a sub-
proposal to a bidder, or who has quoted prices on materials to a bidder, is
not hereby disqualified from submitting a sub-proposal or quoting prices to
other bidders If, on the opening of bids, more than one bid appears in
which the same person, firm, or corporation, is interested as a principal
all such bids shall be rejected
Proposals with interlineations, alterations, or erasures, shall be
initialed by the bidder' s authorized agent Alternative proposals, special
conditions, or other limitiations or provisions affecting the bid, except as
such called for by the contract documents, will render the bid informal and
may cause its rejection All proposals must give the prices bid for the
various items of work and must be signed by the bidder, who shall give his
- 2 -
address Each bid shall have thereon the affidavit of the bidder that such
bid is genuine and not sham or collusive or made in the interest or behalf
of any other person not therein named and that the bidder has not directly
or indirectly induced or solicited any other bidder to put in a sham bid, or
any person, firm or corporation to refrain from bidding and that the bidder
has not in any manner sought by collusion to secure himself an advantage
over any other bidder
2-1 3 REQUEST FOR INTERPRETATION
If any person contemplating submitting a bid is in doubt as to the true
meaning of any part of the plans, specifications or other proposed contract
documents, or finds discrepancies in, or omissions from the drawings or
specifications, he may request the Engineer, in writing for an interpreta-
tion or correction thereof The person submitting such a request shall be
responsible for its prompt delivery All such interpretations of the con-
tract documents will be made only by Addenda duly issued and a copy of each
such Addendum will be mailed or delivered to each person receiving a set of
contract documents at his last address of record The District will not be
responsible for any other explanations or interpretations of the contract
documents
2-1 4 RETURN OF BID SECURITY
Any bidder may withdraw his bid, either personally, or by telegraphic
or written request, at any time prior to the scheduled closing time for the
receipt of bids It is the sole responsibility of the bidder to see that
any such telegraphic or written request is delivered to the City Clerk prior
to said closing time Bid security of such bidders will be returned prompt-
ly to the bidder
The bid security of the three lowest bidders will be retained until the
contract is awarded, entered into and executed with the bidder of accepted
bid, after which those will be returned to the respective bidders with whose
proposal they accompanied The bid security of all other bidders will be
returned after the canvass of bids
The bid security of the bidder of accepted bid will be held by the
District until the contract has been entered into, and the bonds accompany-
ing the same are approved and filed, whereupon the said bid security will be
returned to the bidder
If the bidder fails or refuses to enter into contract to do the work,
the bid security shall be forfeited to. the District and shall be collected
and paid to the General Fund of the District.
- 3 -
2-1 5 EXECUTION OF CONTRACT
The contract shall be signed by the successful bidder and returned to
the District, together with the contract bonds as specified in Section 2-4
of the Standard Specifications and as amended below and any changes or
additions made thereto in these specifications within 10 days after receipt
of written notice of award of contract The form of contract agreement to
be executed by the Contractor will be supplied by the Attorney for the
District No proposal shall be considered binding upon the District until
the execution of the contract by the District.
2-3 1 SUBCONTRACTS GENERAL
The Engineer, as duly authorized officer may consent to Subcontractor
substitution requested by the Contractor subject to the timitiations and
notices prescribed in Section 4107 of the Government Code
2-4 CONTRACT BONDS
The "Faithful Performance Bond' and the "Labor and Material Bond shall
both be one hundred percent (100%) of the contract price
In addition to the Faithful Performance Bond" and the "Labor and Mat-
erial Bond' , Contractor shall also furnish to District a Guarantee Bond' in
the amount of $10 000 or ten percent (10%) of the contract price, whichever
is greater, as security for this guarantee to be retained by District for a
period of one (1 ) year after the date of written acceptance by the District,
of all work performed under this contract The date of written acceptance
shall be the date of recording of the Notice of Completion
Sureties providing performance bonds for Contractors must be licensed
or agree to employ a licensed Contractor, with a Class A or other applicable
specialty contractor' s license from the State of California
2-5 1 PLANS AND SPECIFICATIONS
Engineer will provide the Contractor, free of charge, copies of plans
and specifications that are reasonably necessary for the execution of work
Contractor shall , at his own expense, obtain copies of Standard Specif-
ications and Standard Plans and Specifications of the State of California
for his general use
If after award of contract, should it appear that the work to be done
or any matter relative thereto, is not sufficently detailed or explained in
the specifications and plans, the Contractor shall apply to the Engineer for
such further explanations as may be necessary and shall conform to such
explanation or interpretation as part of the contract
- 4 -
All scaled dimensions are approximate Before proceeding with any
work the Contractor shall carefully check and verify all dimensions and
quantities and shall immediately inform the Engineer or his representative
of any discrepancies
2-9 1 PERMANENT SURVEY MARKERS
Unless otherwise provided in the Special Provisions, the Contractor
shall be responsible for protecting all existing horizontal and vertical
survey controls, monument, ties and benchmarks located within the limits of
the work If any of the above require removal , relocating or resetting, the
Contractor shall , prior to any construction work and under the supervision
of a California-licensed Land Surveyor or Civil Engineer, establish suffi-
cient temporary ties and benchmarks to enable the points to be reset after
completion of construction
Any ties, monuments and benchmarks disturbed during construction shall
be reset per local agency standards after construction and the tie notes
submitted to the appropriate governing agency on 8-1/2 X 11 loose leaf
paper The Contractor and his sureties shall be liable for, at his own
expense, any resurvey required due to his negligence in protecting existing
ties, monuments, benchmarks or any such horizontal and vertical controls
Unless a separate bid item is provided, full compensation for conform-
ing to the requirements of this sub-section shall be considered as included
in the contract bid price paid for various other items of work and no
additional compensation will be allowed
2-10 AUTHORITY OF BOARD AND INSPECTION
Authority of Board and Inspection shall conform to Section 2 10 of
Standard Specifications and the following
The Contractor shall give at least 48 hours advance notice of time when
he or his Subcontractor will start or resume the various units of operations
of the work as per the contract, or resume the said units or operations when
they have been suspended as per the contract
The above notice is to be given during working hours, exclusive of
Saturday, Sunday or holidays for the purpose of permitting the Engineer to
make necessary assignments of his representative or inspector on the work
Any work performed in conflict with said notice without the presence or
approval of the inspector, or work covered up without notice, approval or
consent may be rejected or ordered to be uncovered for examination at Con-
tractor' s expense, and shall be removed at Contractor s expense, if so
ordered by the Engineer or inspector on the work Any unauthorized or
- 5 -
defective work , defective material or workmanship or any unfaithful or
imperfect work that may be discovered before the final payment and final
acceptance of work shall be corrected immediately without extra charge even
though it may have been overlooked in previous inspections and estimates or
may have been caused due to failure to inspect the work
All authorized alterations affecting the requirements and information
given on the approved plans shall be in writing No changes shall be made
on any plan or drawing after the same has been approved by the Engineer
except by direction of the Engineer in writing Deviations from the
approved plans, as may be required by the exigencies of constructions will
be determined in all cases by the Engineer and authorized in writing
All instructions, rulings and decisions of the Engineer shall be in
writing and shall be final and binding on all parties unless formal protest
is made in writing, as provided in the following paragraph, and as provided
in Section 1670 of the Civil Code
If the Contractor considers any work demanded of him to be outside the
requirements of the contract or if he considers any instruction ruling or
decision of the Inspector or Engineer to be unfair, he shall within 10 days
after any such demand is made, or instruction, ruling or decision is given
file a written protest with the Engineer stating clearly and in detail his
objections and reasons therefore Except for such protests and objections
as are made of record, in the manner and within the time above stated, the
Contractor shall be deemed to have waived and does hereby waive all claims
for extra work , damages and extensions of time on account of demands,
instructions, rulings and decisions of the Engineer
Upon receipt of any such protest from the Contractor, the Engineer
shall review the demand, instruction, ruling or decision objected to and
shall promptly advise the Contractor, in writing, of his final decision
which shall be binding on all parties, unless with the 10 days thereafter
the Contractor shall file with the Board of Directors a formal protest
against said decision of the Engineer The Board of Directors shall con-
sider and render a final decision on any such protest within 30 days of
receipt of same
3-1 1 CHANGES IN WORK GENERAL
Engineer shall be the duly authorized officer who may grant the changes
prescribed in this section
- 6 -
3-3 1 EXTRA WORK GENERAL
The extra work as defined in this section of Standard Specifications
and any work done beyond the lines and grades shown on the plans shall only
be performed when ordered in writing by the Engineer In absence of such
written order any such work shall be considered unauthorized and will not be
paid for Work so done may be ordered removed at the Contractor' s expense
3-3 2 3a MARKUP
Labor markup specified in this section shall be 15%
4-1 4 TEST OF MATERIALS
All tests of materials furnished by Contractor shall be made in accord-
ance with commonly recognized standards of national organizations, and such
special methods and tests as are prescribed in these specifications
No materials shall be used until they have been approved by the
Engineer
The Contractor shall at his own expense furnish the District in trip-
licate, certified copies of all required factory and mill test reports Any
materials shipped by the Contractor from a factory or mill prior to having
satisfactorily passed such testing and inspection by a representative of the
District shall not be incorporated in the work, unless the Engineer shall
have notified the Contractor, in writing that such testing and inspection
will not be required
At the option of the Engineer, the source of supply of each of the
materials shall be approved by the Engineer before delivery is started and
before such material is used in the work
Unless otherwise provided in the Special Provisions all necessary soil
and material test to be at Contractor's expense
5-1 UTILITIES GENERAL
Location of utilities shown on plans are approximate only Contractor
shall carefully excavate in the vicinity and shall locate all utilities
shown on the plans Contractor shall be responsible for any damage to
existing utilities shown on the plans regardless of exact locations
- 7 -
5-4 RELOCATION OF UTILITIES
Any miscellaneous items to be relocated by the Contractor, as indicated
on the plans, shall be relocated in a workmanlike manner and all such work
shall be done only at such times as are acceptable to the owner The
Contractor shall schedule his relocation work in cooperation with owner and
shall be responsible to the owner The Contractor shall notify owners at
least 48 hours in advance of any work on any of their facilities
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
Prior to the commencement of construction, arrangements will be made
for a meeting between the Contractor and the Engineer The purpose of this
meeting is to coordinate the activities of the Contractor within the limits
of this contract review scheduling, discuss construction methods and
clarify inspection procedures The Contractor will be required to submit
for approval by the Engineer, a complete schedule showing the number of
working days required to complete the project
6-6 2 EXTENSION OF TIME
In the event the work called for under the contract is not finished and
completed in all parts and requirements within the time specified, the Board
of Directors shall have the right to increase the number of working days for
completion or not, as may seem best to serve the interest of the District
Except for the delays beyond Contractor' s control as described in
Sections 5 5 and 6 6 1, the District shall have the right to charge the
Contractor his heirs, assigns or sureties and to deduct from the final
payment for the work, all or any part, as it may deem proper, of the actual
cost of engineering inspection superintendence and other overhead expenses
which are directly chargeable to the Contractor and which accrued during the
period of such extensions except that the cost of the final services and
preparation of the final estimates shall not be included in such charges
In addition to the above charges Contractor shall pay to the District
liquidated damages as specified in Section 6 9 for such delays
No extension of time for the completion of the work called for under
the contract shall be allowed unless at least 10 days prior the the time
fixed for the completion thereof, or the time fixed by the Board of Direc-
tors or its designee for such completion as extended, Contractor shall have
filed application for extension thereof, in writing, with the Engineer
addressed to the Board of Directors or its designee In this connection it
is understood that the Engineer shall not transmit any such request to the
Board or its designee if not filed within the time herein prescribed
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7-2 3 PREVAILING WAGE RATES
The Contractor shall comply with the provisions of Section 1770 to 1780,
inclusive, of the California Labor Code, the prevailing rate and scale of
wages determined by the Director of the Department of Industrial Relations
State of California which are filed with the Assistant Secretary of said
District, and shall forfeit penalties prescribed therefore for noncompliance
of said Code
In order to verify the compliance of said code, Contractor may be
required by the District, from time to time, to furnish weekly, for the
duration of the contract period, copies of his payroll statements showing
wages paid each employee during the preceding week and the employee work
classification to the Engineer for checking Using Form DH-H-347, Payroll
Statement of Compliance is an acceptable method of fulfilling the above
requirement
7-2 4 APPRENTICES
Attention is directed to the provisions in Section 1777 5 and 1777 6 of
the Labor Code concerning the employment of apprentices by the Contractor or
any Subcontractor under him The Contractor and any Subcontractors under
him 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 Rela-
tions, Ex-Officio the Administrator of Apprenticeship San Francisco Cali-
fornia, or from the Division of Apprenticeship Standards and its branch
offices
7-3 CONTRACTOR'S INSURANCE
The Contractor shall not commence work under his contract until he has
obtained all insurance required under this heading in a company acceptable
to the District, nor shall the Contractor allow any Subcontractor to com-
mence work on his sub-contract until all insurance required of the Subcon-
tractor has been obtained The Contractor shall take out and maintain at
all times during the life of the contract the following policies of in-
surance
a Workman' s compensation insurance to cover his employees as re-
quired by the Labor Code of the State of California, and the
Contractor shall require all subcontractors similarly to provide
such compensation insurance for all of the latter' s employees
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b Public liability and property damage insurance on account of
bodily injuries including death resulting therefrom in the sum of
$5 000,000 combined single limit for any one accident which may
arise from the operations of the Contractor in performing the work
provided for herein
c Motor vehicle public liability and property damage insurance to
cover each automobile truck and other vehicles used in the per-
formance of the contract in an amount of not less than $100 000
for one person and $300 000 for more than one person and property
damage in the sum of $100 000 resulting from any accident which
may arise from the operations of the Contractor in performing the
work provided for herein
Each of the policies of insurance provided for in sub-paragraph C shall con-
tain a clause substantially in the following words
It is hereby understood and agreed that this policy may not be cancel-
led nor the amount of coverage thereof be reduced until five days after
receipt by the Engineer of a written notice of such cancellation or
reduction in coverage as evidenced by receipt of a registered letter
The Contractor shall at the time of the execution of the contract present
the original policies of insurance required in paragraphs B and C hereof or
present a certificate of insurance showing the issuance of such insurance
Contractor shall name the Costa Mesa Sanitary District as an additional
insured on the policies
7-5 PERMITS AND LICENSES
Except as otherwise specified in the Special Provisions the Contractor
shall procure all permits and licenses pay all charges, and fees and give
all notices necessary and incident to the due and lawful prosecution of the
work These permits and licenses shall be obtained in sufficient time to
prevent delays to the work
In the event that the agency has obtained permits licenses or other
authorization applicable to the work the Contractor shall comply with the
provisions of said permits licenses and other authorizations In the case
the agency does procure any permits it is understood that the agency is
acting as an authorized agent for the contractor and that the Contractor
shall be soley responsible for all work performed under the permit
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7-6 THE CONTRACTOR'S REPRESENTATIVE
Contractor shall also file with the Engineer the addresses and tele-
phone numbers where he or his designated representative may be reached
during hours when the work is not in progress
Instructions and information given by the Engineer to the Contractor' s
authorized representative or at the address or telephone numbers filed in
accordance with this section shall be considered as having been given to the
Contractor
7-8 1 CLEANUP AND DUST CONTROL
All surplus materials shall be removed from the site of the work daily
after completion of the work causing the surplus materials
Unless the construction dictates otherwise and unless otherwise
approved by the Engineer, Contractor shall furnish and operate a self-
loading motor sweeper with spray nozzles at least once each working day to
keep paved areas acceptably clean whenever construction, including restora-
tion, is incomplete
Failure of the Contractor to comply with the Engineer' s dust control
orders may result in an order to suspend work until the condition is correc-
ted and after filing notice to the Contractor, the Engineer may order this
accomplished by others All costs thus incurred shall be deducted from the
amount to be paid to the Contractor No additional compensation will be
allowed as a result of such suspension
No separate payment will be made for any work performed of material
used, to control dust resulting from the Contractor' s performance on the
work, or by public traffic, either inside or outside the right of way Full
compensations for such dust control will be considered as included in the
prices paid for the various items or work involved
7-8 5 TEMPORARY LIGHT, POWER AND WATER
The Contractor shall provide for his employees and adequate supply of
clean potable drinking water, which shall be dispensed through approved
sanitary facilities
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7-10 PUBLIC CONVENIENCE AND SAFETY
The Contractor shall abide by the following publications which are
hereby made a part of these specifications
The Work Area Traffic Control Handbook (WATCH)
The Manual of Warning Signs Lights and Devices for Use in Performance
of Work Upon Highways
State Labor Code Sections 6704, 6706 and 6707
The Construction Safety Orders (CAL/OSHA)
The General Industry Safety Orders (CAL/OSHA)
Standard Specifications for Public Works Construction (The Green Book)
7-13 LAWS TO BE OBSERVED
The Contractor shall protect and indemnify the District, the Board of
Directors, the Engineer, and all of its or their officers agents and ser-
vants against any claim or liability arising from or based on the violation
of any existing or future State Federal and Local laws, ordinances, regula-
tions, orders or decrees whether by himself or his employees If any
discrepancy or inconsistency is discovered in the plans, drawings, specifi-
cations or contract for the work in relation to any such law ordinance
regulation order or decree, the Contractor shall forthwith report the same
to the Engineer in writing
9-3 2 PARTIAL AND FINAL PAYMENT
The leading time for processing invoices for the monthly progress
payment approved by the Engineer for inclusion on the warrant list of the
District is governed by the rules and regulations established by the Board
of Directors Invoices for monthly payments shall be submitted to the
Engineer no later than the 25th of each month
After completion of the contract, the Board shall , upon recommendation
of the Engineer, accept the work as complete and authorize the final pay-
ment.
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The amount retained and deducted by the District shall be 5% of the
progress estimates for all progress payments The final payment of the
retention amount to the Contractor shall be made 35 days from the date of
the recording of the Notice of Completion of the work after it is accepted
by the Board of Directors and shall be made on duly certified voucher
therefore
It is mutually agreed among the parties to the contract that no certi-
ficate given or payment made under the contract, except the final certifi-
cate of final payment, shall be conclusive evidence of full or substantial
performance of this contract; and no payment shall be construed to be an
acceptance of any defective work or improper material
The acceptance of final payment by the Contractor shall release the
District, the Board of Directors and the Engineer from any and all claims or
liabilities on account of work performed by the Contractor under the con-
tract or any alterations thereof
9-3 3 DELIVERED MATERIALS
Materials delivered, but not in place, will not be classed as work
done except as otherwise provided in these specifications
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SPECIAL PROVISIONS
The following additions are made to Part 3 of the 'Standard
Specifications If there is a conflict between these additions and Standard
Specifications these additions shall have precedence
PART 3
CONSTRUCTION METHODS
A-1 GENERAL DESCRIPTION OF WORK
The work to be done in general consists of the following
Controlling traffic in and around the work site controlling and disposing of
all sewage flows during all phases of construction
To repair interior of wet well - water blast entire interior insure water
tightness of vault apply polyurethane coating
To repair pump station - replace pipes, elbows, guide rail pipes support
brackets intermediate guide rail bracket steps and valves as shown on the
plans
Provide and install 3-phase power monitor relay to monitor 3-phase power lines
for abnormal conditions
The preceding shall include furnishing all labor materials tools equipment
and incidentals necessary to perform and complete said work to the satisfac-
tion of the Engineer
6-I CONNECTIONS TO EXISTING FACILITIES
Work on and connection to existing facilities shall be accomplished
while maintaining existing sewer service Such work on existing facilities
shall be accomplished at a time and in a manner approved by the Engineer
The Contractor shall be particularly aware that such connections and work
on existing facilities will be performed during periods of low sewage flow
possibly during the night time or early morning hours
-14-
The Contractor will be required to install and maintain temporary by-pass
facilities with continuous, 24 hour a day supervision capable of by-passing
all of the sewage flow through the area of work during the construction Such
equipment and its installation shall meet the prior approval of the Engineer
It shall be the Contractor' s responsibility to see that such equipment is
operating properly at all times
B-II GUARANTEES AND TESTS
The Contractor shall guarantee all materials to be new and all materials
and workmanship to be free from defects for a period of one year from the date
of written acceptance of the completed work by the Board of Directors of the
Costa Mesa Sanitary District This guarantee does not extend to claims for
injury to person or property of third parties due to negligent construction
B-III SAFETY REQUIREMENTS AND PERMITS
The Contractor shall obtain a permit, in the District' s name from the
City of Costa Mesa The Contractor will be required to comply with all
requirements of Sections 6500, 6704 6706 and 6707 of the State Labor Code
The Contractor will submit to the Engineer, in advance of excavation a
structurally approved plan showing the design of shoring, bracing sloping or
other provisions to be made for worker s protection from the hazard of caving
ground during the excavation of trenches provisions for the control of
groundwater will be included in these plans
The Contractor will obtain in advance of excavation a permit author-
izing such construction from the Division of Industrial Safety of the State of
California
Unattended excavation will be backfilled, covered or protected to the
satisfaction of the Engineer and local governing agency
B-IV TRAFFIC
The Contractor shall furnish erect, and maintain at his own expense such
fences signs barricades lights arrow board flagmen guards and such other
devices as are necessary and so directed by the Engineer to prevent accident
damage or injury to the public
-15-
The Contractor shall be guided by the State of California Business and
Transportation Agency Department of Public Works publication Manual of
Warning Signs Lights and Devices for use in performance of Work Upon High-
way , latest edition and the WATCH handbook
The Contractor shall at all times abide by the local agencies inspector s
directives concerning the control of traffic during construction
The Contractor shall maintain local access for all residences and
businesses within the limits of construction
The Contractor shall cover or fill open trenches after each construction
day and on holidays or weekends to the satisfaction of the City Engineer
B-V PROTECTIVE COATING FOR WETWELL INTERIOR
A Surface Preparation All interior surfaces shall be water blasted to
remove all deteriorated brick, concrete, or any existing coating until
good grade or concrete is exposed All grease or residue shall be
removed during the surface preparation Water blasting shall be
performed by a high pressure water blaster with a minimum pressure of
5000 psi and shall not include detergent or other chemical cleaning
solvents in the process
All debris produced from the water blasting operation shall be removed
from the structure prior to coating No debris shall be allowed to enter
the sewer system The concrete surface shall be air dried prior to
installation of the liner
B Water Tightness Prior to the application of mortar leveling course of
liner the contractor shall stop all leaks in the existing structure The
method of stopping these leaks shall be at the Contractor s option as
approved by Engineer The District shall not be responsible for any
approved method for stopping leaks which fails to meet the criteria
C Mortar Application Only after the preparation of the existing surfaces
have been approved by the Engineer shall the Contractor be allowed to
apply the mortar leveling course Mortar shall be applied in accordance
with Standard Specifications to remove all surface irregularities and to
provide a smooth surface on which to apply liner All surfaces shall be
as dry as possible prior to installation of the liner
-16-
D Liner Installation The lining application shall be performed only by
workmen trained and experienced with the specified material The lining
shall be applied by high pressure airless equipment approved by the
lining manufacturer The equipment shall be in good working order to
insure correct proportioning and mixing of the components
The lining shall be applied to a thickness of 125 mils (1/8 ) in one
continuous coat without seams, from any holes or defects The lining
shall be installed from 3 inches below the low flow water level The
lining shall be installed over dry concrete below the water level by
using appropriate bypass equipment
During the lining application the Contractor shall take wet gage
thickness readings as required in insure correct lining thickness
The finished coating shall be free from porousity without bubbles or
pinholes and uniform in color All areas in question shall be removed
and reworked to the satisfaction of the Engineer All holidays found
shall be marked and patched by hand troweling
Application of the lining shall not take place when exposed to rain, fog
or high winds It is contractor s responsibility to insure protection of
the work from the above mentioned conditions
Contractor shall guarantee the new coating for a period of 5 years from
the date the Notice of Completion is recorded
E Safety and Health Requirements
General - I n accordance with the requirements of the O S H A Regulations
for Construction, the Contractor shall provide and require the use of
personal protective and lifesaving equipment for all persons working in
or about the project
Head and Face Protection and Respiratory Devices - Such equipment shall
include protective helmets conforming to the requirements of ANSI Z89 2-
1971 which shall be worn by all persons at all times while in the
vicinity of the work In addition workers engaged in or near the work
area during sandblasting shall wear eye and face protection devices
meeting the requirements of ANSI Z87 1-1968 and air purifying half-mask
or mouthpiece respirator with appropriate filter
-17-
Ventilation - Where ventilation is used to control potential exposures to
workers as set forth in Section 1910 94 of the O S H A Regulations for
Construction ventilation shall be adequate to reduce the concentration
of the air contaminant to the degree that a hazard to the worker does not
exist Methods of ventilation shall meet the requirements set forth in
ANSI Z9 2-1960
Temporary Ladders and Scaffolding - All temporary ladders and scaffolding
shall conform to the O S H A Regulations for Construction They shall
be erected to facilitate proper application of the lining
B-VI PIPE FITTINGS AND VALVES
1 General - The Contractor shall furnish and install all pipe fit-
tings and valves in the locations and of the material shown on the
plans including all joint materials supports and tools and
equipment necessary for installation, testing and operation of the
complete piping installation
All pipe, fittings and valves delivered to the pumping facility
site shall be clearly marked to identify the material class and
thickness All material shall be new and free of blemishes
The Contractor shall submit two sets of shop drawings of piping
layout and approved equipment with installation details to the
Engineer The shop drawings shall be reviewed by the Engineer
prior to fabrication shipment or installation of the components
2 Ductile Iron Pipe - Ductile iron pipe shall conform to
ANSI/AWWA C151/A21 51 and shall be of a standard brand of
manufacture equal in all respects to that ,manufactured by the
United States Pipe and Foundry Company Ductile iron pipe
shall be Class 50 The internal surfaces of ductile iron pipe
and fittings shall be coated with a coal tax epoxy Bitumastic
No 300-M (Koppers Co ) in accordance with ANSI A21 4 (AWWA
C210-84) Exterior coating shall be as shown on the plans
3 Pipe Joints -
A Flanged Joints Flanges on ductile iron pipe may be cast
internally with the pipe or made up with companion flanges
screwed on threaded pipe Flanges on steel pipe may be
companion .flanges screwed on threaded pipe or slip-on
welding flanges welded to the pipe Where screwed on
flanges are used they must be made up so end of pipe is
not more than 1/8 from flange face with no pipe
projection beyond the flange face
-18-
Flanged joints shall be made up using proper bolts with
hex nuts and asbestos fiber ring gaskets All flanged
joints shall be made up with the flanges concentric and
flanges faces parallel prior to tightening the joint
Bolts for flanges shall not extend beyond the nut more
than 1/4 and the threads shall be coated with Jet-E-Lube
TPE-15 thread sealing compounds or equal All fasteners
within wet-well shall be stainless steel
4 Fittings -
A Ductile Iron Pipe Fittings for DIP shall be cast or
ductile iron with flanged connections conforming to ANSI
Specification A-21 10 Where coated pipe is installed,
the fitting shall be coated
5 Installation - The Contractor shall install all pipe valves and
fittings as shown on the plans as specified or in accordance with
standard practice All materials and work required to install pipe
valves and fittings in a safe manner shall be provided by the Con-
tractor, whether or not specifically called for or shown if the
need for such materials and work to provide a first class result be
reasonably anticipated by one familiar with the type of work
6 Pipe Hangers and Supports - The Contractor shall furnish and install
all pipe hangers and supports whether shown on the plans or not
that are necessary to support the pipe true to line and grade with-
out undue strain on the pipe and to resist all thrust forces All
pipe hangers and supports shall be as manufactured by Fee and Mason
Grinnell or equal
7 VALVES -
A General Valves shall be installed in the locations shown and
shall be of the type and size indicated on the plans The
position of each valve shall be as indicated or as directed by
the District s representative Valves shall have flanged con-
nector ends as shown on the plans Where not shown, the valve
shall have the same type of connections as the pipeline in
which they are installed Where valves are not available with
the type of connection used in the line in which it is instal-
led, it shall be installed using suitable adapter fittings
Valves located higher than 4 above the working floor shall be
provided with suitable operators
B Check Valves Check valves shall be as shown on plans
-19-
B-VII TESTING
1 General - The Contractor shall at his own expense furnish all
labor, equipment, materials and water necessary for tests and for
reworking unacceptable piping Control piping and tubing shall be
tested as directed by the Engineer and as recommended by the appli-
cable control manufacturer Prior to testing, all lines shall be
flushed with clean water and all obstructions shall be removed
2 Pressure Piping - The Contractor shall test all pressure piping and
appurtenances in the presence of the Engineer The pipe trench
shall be partially backfilled and joints shall be exposed during the
test However, when in the opinion of the Engineer local condi-
tions require the trenches be backfilled immediately after the pipe
has been laid the pressure test may be made after backfilling has
been completed but before placement of permanent pavement The
duration of the test shall be two hours unless otherwise
directed by the Engineer
Unless otherwise specified the test pressure shall be 50 psi at the
lowest elevation of the system Any noticeable leaks shall be
stopped and any defective pipe shall be replaced with new sections
Leaks shall be repaired and corrected by methods approved by the
Engineer
B-VIII REMOVAL OF EXISTING EQUIPMENT
All equipment and piping removed from the existing pumping stations shall
be returned to the City Corporation Yard 2300 Placentia Avenue Costa
Mesa
B-IX ELECTRICAL AND CONTROLS
General - All work covered by this section consists of furnishing
all labor, materials and equipment and performing all operations
required for complete and operable electrical and control systems as
indicated on the drawings and as specified herein Included are
services controls and installation and connection to equipment
furnished under other sections of these specifications
-20-
2 Special Requirements -
A The Contractor shall conform with local and state building
ordinances, the Electrical Safety Orders of the State of California
Division of Industrial Safety and the National Electrical Code
B The Contractor shall take out permits and shall pay for inspec-
tions and examinations as required by law
C The Contractor shall provide all mounting facilities required
for properly securing fixtures, equipment and outlets
D The Contractor shall coordinate installation and testing of
alarms transmitting and receiving equipment with the City of
Costa Mesa
3 Guarantees and Tests - The Contractor shall guarantee all materials
to be new and all materials and workmanship to be free from defects
for a period of one year from date of recording the Notice of
Completion After the work has been completed The Contractor shall
perform the operational demonstration in the presence of the
Engineer The Contractor shall furnish at no additional cost, all
instruments and personnel required for the demonstration Any
deficiencies shall be corrected prior to acceptance of the work
4 Electrical Service - The Contractor shall verify locations and con-
form to the requirements of the serving utility He shall pay all
service charges without additional cost to the District
5 Materials - All materials shall be new and shall conform to the
standards of IEEE NEMA and NBFU as indicated on plans or detailed
in these specifications
6 All electrical equipment inside the pumping station including mo-
tors lights and wiring will be in accordance with the National
Electrical Code requirement for hazardous location Class I Division
I (commonly known as explosion proof) Article 500 All conduits
shall be sealed in an approved manner
7 Phase and power monitor relay shall open the control circuit if a
loss of phase (single phasing) or low voltage occur The relay
shall be a Time Mark 258B Socket No 51X00120 Three fuses shall
be pinned together to disconnect at the same time
■
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