HomeMy Public PortalAboutEast Third Avenue Widening - West Embankment,1
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CITY OF SAN MATEO
STATE OF CALIFORNIA
CONTRACT BOOK
EAST THIRD AVENUE WIDENING
- WEST EMBANKMENT
TO BE USED IN CONJUNCTION WITH
STANDARD SPECIFICATIONS
OF THE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
1984 EDITION
PROJECT NO. 90-8509-02
DATE AUGUST 1985
PUBLIC WORKS DEPARTMENT
330 W. 20th Avenue
San Mateo, California 94403
Telephone (415) 377-3315
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
Engineer's Estimate
Item Description Estimated Unit Total Amount
No. of Work Quantity Unit Price of Item
1. Abandon pipe line 3 EA $ 400.00 $ 1,200.00
2. Abandon inlet 1 EA $ 500.00 $ 500.00
3. Clearing and grubbing Lump Sum LS $ 1,000.00 $ 1,000.00
4. Imported borrow 6,300 CY $ 15.00 $ 94,500.00
5. Pervious backfill material 20 CY $ 35.00 $ 700.00
SUBTOTAL $ 97,900.00
CONTINGENCIES 2.10% 2,100.00
TOTAL $100,000.00
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NOTICE INVITING SEALED PROPOSALS
EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
CITY OF SAN MATEO, CALIFORNIA
1. Sealed bids will be received by the City Council of the City of San
Mateo, California, for embankment construction at East Third Avenue between.
Norfolk Street and Mariner's Island Boulevard in Foster Cityand in San Mateo-,
as shown on the Contract Drawings No. 2-3-26 and as described in the Special -
Provisions for the project.
2. The Contract Book, plans and proposal formsareavailable at the Public
Works Department, City Hall, 330 West 20th Avenue, San Mateo, California. A
nonrefundable fee of $10.00 per set is required.
3. All bids shall be accompanied by a bid -bond, cashier's check, or
certified check made payable to the City of San Mateo in an amount not less
than ten percent (10%) of the aggregate amount of the bid.
4. The Contractor is notified that he shall comply with the requirements for
Affirmative Action as set forth. in Section 6, "City Requirements," of the
Special Provisions.
5. The time of completion for this contract shall be twenty (20) working
days, beginning from the date. of Notice to Proceed.
6. The right is reserved, as the interest of the City may require, to reject
any or all bids, to waive any informality in bids, and to accept, modify -, or
reject any items of the bid.
7. The general prevailing rate of wages applicable to the work to bedone is
as shown on the Prevailing' Wage Scale — General on file in the office of the
City Clerk. The Contractor is required to post the latest wagedetermination
at the job site.
8. Said sealed proposals shall bedelivered to the City Clerk, City Hall, -
330 West 20th Avenue, San Mateo, California 94403, at or before 2100 p.m.,
on Thursday, September 5, 1985, and they shall be opened and read by a City
Representative at said date and time at a public meeting called by him.
9. The results of the bidding will be reported to the City Council at a
later date, at which time the City Council may award the contract to the
lowest responsible bidder as so reported; or as the City's interest may
dictate, City Council may exercise its rightto modify the award or to reject
any or all bids.
10. To ensure performance, City reserves the right to retain ten percent
(10%) of the contract price for 35 days after it records the Notice of
Completion. However, pursuant to Government Code §4590, the Contractormaysubstitute securities for said ten percent (10%) retention. The provisions of
§4590 are hereby expressly made a part of the contract.
Dated: August, 1985 /s/ ARON HOFFMAN, MAYOR
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
CITY OF SAN MATEO, CALIFORNIA
mxx**
CONTRACT DRAWINGS NO. 2-3-26 ( 2 sheets)
TIME OF COMPLETION: 20 Working Days
CONTENTS
PROPOSAL FORM
SCHEDULE OF BID ITEMS
LIST OF SUBCONTRACTORS
BIDDER'S STATEMENT
CERTIFICATE OF NONDISCRIMINATION
SPECIAL PROVISIONS
STANDARD PLANS
Contractor's Signature Date
Name of company
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
CITY OF SAN MATEO, CALIFORNIA
TO THE HONORABLE CITY COUNCIL
CITY OF SAN MATEO, CALIFORNIA
GENTLEMEN:
FOR THE TOTAL SUM OF computed from. the unit and/or
(use figures only)
lumpsum prices shown on the attached schedule of bid items, the undersigned
hereby proposes and agrees that if this proposal is acceptedhe will contract
with the City of San Mateo, California, to furnish all labor, materials,
tools, equipment, transportation, and all incidental work and services
required to complete all items of work shown on the Contract Drawings. All
work shall conform to the lines, grades, and dimensions shown on said drawings
and shall be done in accordance with the Special Provisions and the Standard
Specifications for the State of California Department of Transportation, 1984
Edition.
This proposal is submitted in conformance with the requirements of the
above Standard Specifications and is also subject to the termsand conditions
of the attached LIST OF SUBCONTRACTORS (1 sheet) and BIDDER'S STATEMENT
(2 sheets).
The work shall be paid for at the unit and/or lump sum prices shown onthe
attached SCHEDULE OF BID ITEMS.
Contractor's Signature Date
Name of Company
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
Schedule of Bid Items
Item Description Estimated Unit Total Amount
No, of Work Quantity Unit Price of Item
1. Abandon pipe line
3 EA $ $
2, Remove inlet 1 EA $ $
3. Clearing and grubbing Lump Sum. LS $ $
4. Imported borrow 6,300 CY $ $
5. Pervious backfill material 20 CY $ $
4
TOTAL
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
LIST OF SUBCONTRACTORS
Each bidder in submitting his bid for the doing of the work or improvement
shall in his bid or offer, in accordance with the provisions of Section 4104
of the Government Code of the State of California, set forth the following:
1. Name and address of the place of business of eachsubcontractor who will
perform work or labor or render service to the general contractor in or about
the construction of the work or the improvement in an amount in excess of
one—half (1/2) of one percent (1%) of the general contractor's total bid.
2. The portion and dollar amount of work which will be done by each
subcontractor.
NAME ADDRESS
(if none, insert the word "none")
SPECIFIC WORK
DOLLAR
AMOUNT
$
$
$
$
$
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EAST THIRD AVENUE WIDENING - WEST EMBANKMENT
The undersigned has carefully read the Standard Specifications of the State of
California, Department of Transportation, 1984 Edition, and realizes that any
variation or deviation from these specifications, requirements and conditions
shall be sufficient grounds for rejection of all or any part of thework
performed. Such rejected work shall be replaced entirely at the Contractor's
expense, and failure to do so within a reasonable length of time shall be
sufficient reason for the withholding of payment for any part of or all. of the
work and forfeiture of the Contractor's bond.
The undersigned further certifies that he is licensed by the State of
California as a Contractor, that the license is now in force and that the
number and class is Class ( ). Remarks:
It is understood that the quantities set forth herein are approximate only and
are to be used only for the comparison of bids and the guidance of the bidder.
If awarded the contract, the undersigned hereby agrees to sign and file said
contract together with the necessary bonds and certificates of insurance in
the office of the City Clerk within ten (10) calendar days after the date of
the award and to commence work within ten (10) days of receipt of the notice
to proceed, and to complete the work under said contract within the specified
number of working days from the date of the notice to proceed.
If the unit price and the total amount named by a bidder for any item do not
agree, it will be assumed that the error was made in computing the total
amount and the unit price alone will be considered as representing the
bidder's intention.
Unit prices bid must not be unbalanced.
The undersigned has checked carefully all the above figures and understands
that the City will not be responsible for any errors or omissions on the part
of the undersigned in making up this bid.
The undersigned hereby certifies that this bid is genuine, and not sham or
collusive, or made in the interest or in behalf of any person not named.
herein, and that the undersigned has not directly or indirectly induced or
solicited any other bidder to put in a sham bid, or any other person, firm or
corporation to refrain from bidding, and that the undersigned has not in any
manner sought by collusion to secure for himself an advantage of any kind
whatever.
BIDDER'S STATEMENT — SHEET 1
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
Enclosed find bond or certified check or cashier's check No. of
the Bank for
Not less than ten (10) percent of this bid payable to the City of San Mateo,
California, and which is given as a guarantee that the undersigned will enter
into the contract if awarded to the undersigned.
The undersigned agrees that this bid may not be withdrawn for a period of
thirty (30) days after the date set for the opening thereof.
NOTE: IF THE PROPOSAL IS MADE BY AN INDIVIDUAL, HIS NAME AND POST OFFICE
ADDRESS MUST BE SHOWN. IF THE PROPOSAL IS MADE BY A PARTNERSHIP, THE NAME AND
ADDRESS OF EACH MEMBER OF THE FIRM OR PARTNERSHIP MUST BE SHOWN; OR IF MADE BY
A CORPORATION, THE PROPOSAL SHALL SHOW THE NAME OF THE STATE UNDER THE LAWS OF
WHICH THE CORPORATION WAS CHARTERED AND THE NAMES, TITLES AND BUSINESS
ADDRESSES OF THE PRESIDENT, SECRETARY AND TREASURER OF SAID CORPORATION.
SIGNATURES FOR BIDDER:
If CORPORATION, Sign Below
If INDIVIDUAL, Sign Below (Show Names of Nonsigning Officers)
Signature
Date A CORPORATION
Post Office Address Name of State Where Chartered
If PARTNERSHIP, Sign Below
(Show Names of Nonsigning Partners) PRESIDENT Date
Name of Partners
Signature
SECRETARY Date
Date TREASURER Date
Post Office Address Post Office Address
BIDDER'S STATEMENT — Sheet 2
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
CERTIFICATE OF NONDISCRIMINATION
On behalf of the bidder making this proposal, the undersigned certifies that
there will be no discrimination in employment with regards to race, color,
religion, sex or national origin; that all federal, state, and local
directives and executive orders regarding nondiscrimination in employment will
be complied with; and that the principle of equal opportunity in employment
will be demonstrated positively and aggressively.
(Bidder)
By:
(Name and title of person
making certificate)
Dated:
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
CERTIFICATION OF PAYMENT OF PREVAILING WAGE SCALE
On behalf of the bidder making this proposal, the undersigned certifies that.
the Prevailing Wage Scale on file in the Office of the City Clerk will be paid
to all craftsmen and laborers working on this project. A copy of the latest
determination will be posted at the job site.
Title of Project:
Bidder:
By:
Date:
(Name and Title of Person Making Certification)
Note: Contractor will be obligated, per federal requirements, to submit..
weekly pay sheets for federal verification, if applicable.
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EAST THIRD AVENUE WIDENING — WEST EMBANKMENT
SPECIAL PROVISIONS
CITY OF SAN MATEO, CALIFORNIA
SECTION 1. SPECIFICATIONS AND PLANS
The work embraced herein shall be done in accordance with the Standard
Specifications dated July 1984, the Standard Plans dated July 1984 of the
Department of Transportation of the State of California; the applicable.
standard drawings of the City of San Mateo; and in accordance with the
following special provisions.
In case of conflict between the Standard Specifications and these special
provisions, the special provisions shall prevail.
DEFINITIONS AND TERMS: — As used herein, unless the context otherwise
requires, the following terms have the following meaning:
Department of Transportation. The City Council of the City of San Mateo,
California.
Director of Transportation. The City Council of the City of San Mateo,
California.
Engineer, The Director of Public Works of the City of San Mateo, State
of California, acting either directly or through properly authorized
agents, such agents acting within the scope of the particular duties
entrusted to them.
Laboratory. The established laboratory of the Materials and Research
Department of the Department of Transportation of the State of California
or laboratories authorized by the Engineer to test materials and work
involved in the contract.
State. The City of San Mateo, California.
Transportation Building, Sacramento. The City Hall, City of San Mateo,
California,
State Highway Engineer. The Director of Public Works of the City of San
Mateo, State of California.
Standard Specifications. The 1984 edition of the Standard Specifications
of the State of California, Department of Transportation. Any reference
therein to the State of California or a State agency, office or officer
shall be interpreted to refer to the City or its corresponding agency,
office or officer acting under this contract.
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SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS
2-1.01 GENERAL. — The bidder's attention is directed to the provisions
in Section 2, "Proposal Requirements and Conditions,".of the Standard
Specifications and these special provisions for the requirements and
conditions which he must observe in the preparation of the proposal form and
the submission of the bid.
Section 2-1.05, "Proposal Forms," of the Standard Specifications is amended to
read:
The City will furnish to each bidder a package that includes a Contract
Book that includes the Special Provisions pertaining to this project,
plans, and proposal forms. The proposal forms, when filled out and
executed, may be submitted as a bid. The proposal shall set forth the
item prices and totals, in legible figures in the spaces provided, and
shall be signed by the bidder, who shall fill out all blanks in the
proposal forms as required. Bids not properly identified will be
disregarded. Bidder's packages are available at the Public Works
Department, City Hall, 330 West 20th Avenue, San Mateo.
Section 2-1.07, "Proposal Guaranty," and Section 2-1.09, "Public Opening of
Proposals," of the Standard Specifications are amended to read:
All bids shall be presented under sealed cover and accompanied by one of
the following forms of bidder's security:
Cash, a cashier's check, a certified check, or a bidder's bond executed
by an admitted surety insurer, made payable to the City of San Mateo.
The security shall be in an amount equal to at least ten percent (10%) of
the amount bid. A bid will not be considered unless one of the forms of
bidder's security is enclosed with it.
Sealed bids shall be delivered to the City Clerk, City Hall, 330 West
20th Avenue, San Mateo, CA 94403, at or before 2:00 p.m. on the date
stated on the Notice Inviting Sealed Proposals. They shall be opened and
read at said date and time by a representative at a public meeting. The
results of the bidding shall be reported to the City Council at a later
date, at which time the City Council may award the contract to the lowest
responsible bidder as so reported; or as the City's interest may dictate,
City Council may exercise its right to modify the award or to reject any
and all bids.
EXAMINATION OF THE SITE, — Attention is directed to the first paragraph
of Section 2-1.03, "Examination of Plans, Specifications, Contract, and Site
of Work," in the Standard Specifications regarding the examination of the site
of the project.
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SECTION 3. AWARD AND EXECUTION OF CONTRACT
The bidder's attention is directed to the provisions in Section 3, "Award and
Execution of Contract," of the Standard Specifications for the requirements
and conditions concerning award and execution of contract.
The second paragraph of Section 3-1.01, "Award of Contract," in the Standard
Specifications is amended to read:
The award of the contract, if it be awarded, will be to the lowest
responsible bidder whose proposal complies with all the requirements
prescribed. Such award, if made, will be made at the regular meeting of
the San Mateo City Council following the bid opening. The successful
bidder will be notified by mail prior to the meeting.
In determining the lowest responsible bidder, careful consideration shall
be given by the City to each item of the bid. The City reserves the
right to amend or reject any or all proposals and also to select, modify,
or reject any of the bid items as the City sees in its best interest.
The first sentence of Section 3-1.04, "Failure to Execute Contract," of the
Standard Specifications is amended to read:
Failure of the lowest responsible bidder, or other responsible bidder as
determined by the City Council, to execute the contract and file
acceptable bonds as provided herein within eight (8) days, not including
Sundays and legal holidays, after such bidder has received notice that
the contract has been awarded to him shall be just cause for the
forfeiture of the proposal guaranty.
CONTRACT BONDS. — Before execution of the contract by the City, the
Contractor shall file with the City surety bonds satisfactory to the City in
the amounts and for the purposes stated below. Bonds shall be duly executed
by a responsible corporate Surety, authorized to issue such bonds in the State
of California and secured through an authorized agent with an office in
California. The Contractor shall pay all bond premiums, costs, and
incidentals.
Each bond shall be signed by both the Contractor and the Surety and the
signature of the authorized agent of the Surety shall be notarized.
The Contractor shall provide two good and sufficient surety bonds. The
"Payment Bond" (Material and Labor Bond) shall be for not less than 50 percent
of the contract price, to satisfy claims of material suppliers and of
mechanics and laborers employed on the work. The bond shall be maintained by
the Contractor in full force and effect until the completed work is accepted
by the City, and until all claims for materials and labor are paid, and shall
otherwise comply with the Civil Code.
The "Faithful Performance Bond" shall be for 100 percent of the contract price
to guarantee faithful performance of all work, within the time prescribed, in
a manner satisfactory to the City, and that all materials andworkmanship will
be free from original or developed defects.
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TEN PERCENT RETENTION. — To ensure performance, City is entitled to
retain ten percent (10%) of the contract price for 35 days after it records
the Notice of Completion. Pursuant to Government Code Section 4590 the
Contractor may substitute securities for the ten percent (10%) retention. The
provisions of Section 4590 are expressly made a part of this contract.
SECTION 4. BEGINNING OF WORK TIME OF COMPLETION
AND LIQUIDATED DAMAGES
Attention is directed to the provisions in Section 8-1.03, "Beginning of
Work," in Section 8-1.06, "Time of Completion," and in Section 8-1.07,
"Liquidated Damages," of the Standard Specifications and these special
provisions
The Contractor shall begin work within 5 days after receiving notice that the
contract has been approved by the City Council and shall prosecute and work to
completion before the expiration of
20 WORKING DAYS
after the above date of approval.
The City will furnish the Contractor a statement of working days remaining on
the contract as part of the monthly progress estimate.
Failure of the Contractor to complete the work within the time allowed will
result in damages being sustained by the City. Such damages will be
determined. For each consecutive calendar day in excess of the time specified
for completion of the work (as adjusted), the Contractor shall pay to the
City, or have withheld from payments due him, the sum of the amount necessary
to cover any add—on costs or lost revenue and by cost plus and estimate of
overhead costs incurred by the City, including but not limited to; inspection
and administrative costs, loss of revenue or the cost of alternative services
during delay,
Execution of the contract under these specifications shall constitute
agreement by the City and the Contractor that $100 per day is the minimum
value of the costs and actual damage caused by failure of the Contractor to
complete the work within the allotted time, that liquidated damages shall not
be construed as a penalty, and that the amount calculated by the City may be
deducted from payments due the Contractor if such delay occurs.
HOURS OF LABOR. — Construction operations beyond the eight —hour normal
workday and on legal holidays may occur on occasion. The Contractor shall
notify the City Engineer in writing twenty—four (24) hours prior to any
nonemergency type overtime operations or forfeit the sum of the job
inspector's pay per day (or prorated portion thereof) for overtime work
without written consent of the City Engineer. The above sum will be deducted
from any monies due the Contractor or paid directly to him.
DELAYS AND EXTENSIONS OF TIME. — In the event that a disagreement shall
arise between the City and the Contractor over the number of working days
remaining as extended by the City due to an allowed suspension of work, the
Contractor may request an extension from the City Council, Such requests
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shall be filed with the City Clerk, addressed to the City Council, at least
twenty (20) days prior to the expiration of the number of working days
remaining. The ruling of the City Council shall be final and conclusive.
SECTION 5. GENERAL
SECTION 5-1. MISCELLANEOUS
5-1.01 PREVAILING WAGE. — Attention is directed to Section 7-1.O1A(2),
"Prevailing Wage," of the Standard Specifications.
The general prevailing rate of wages applicable to the work to be done is as
shown on the Prevailing Wage Scale — General on file in the office of the City
Clerk. The Contractor is required to post a copy of the latest wage
determination at the job site.
WEEKLY PAYROLL SUBMISSION. — Attention is directed to Section
7-1.O1A(3), "Payroll Records," of the. Standard Specifications.
If no work has been performed on the project during a given week, the
Contractor and any subcontractors shall submit either a payroll with the
notation "No work performed during this week" or a letter to that effect.
Initial and final payrolls shall be identified by marking them either
"Initial" or "Final." Payrolls shall be completed and submitted no later than
seven working days following the week worked.
5-1.02 ATTORNEY FEES. — Attorney fees in amount not exceeding $85 per
hour per attorney, and in total amount not exceeding $5000, shall be
recoverable as costs (by the filing of a costclaim) by the prevailing party
in any action or actions to enforce the provisions of this contract. The
above $5000 limit shall constitute the total of attorney fees recoverable
whether in the trial court, appellate court, or otherwise; and regardless of
the number of attorneys, trials, appeals or actions. It is the intent that
neither party to this contract shall have to pay the other more than $5000 for
attorney Fees arising out of an action, or actions, to enforce the provisions
of this contract. The parties expect and hope there will be no litigation and
that any differences will be resolved amicably.
5-1.03 PUBLIC SAFETY. — Attention is directed to Section 7-1.09,
"Public Safety," of the Standard Specifications and these special provisions.
TRAFFIC AND ACCESS. — The Contractor shall be responsible, during all
phases of the work, to provide for public safety and convenience by use of
traffic cones, signs, lighted barricades, lights, and flagmen as described and
specified in the latest edition of "MANUAL OF TRAFFIC CONTROLS — Warning
Signs, Lights, and Devices for Use in Performance of Work Upon Highways," by
the California Department of Transportation. (Section 360, California Vehicle
Code, defines highways to include streets.) The provisions of this manual
will become a part of the requirements of this contract.
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Construction operations shall be conducted in such a manner as to cause as
little inconvenience as possible to the abutting property owners or motoring
public. Convenient access to driveways, houses, and buildings along the line
of work shall be maintained. No more than one—half (1/2) of the roadway shall
be closed to traffic at any time and two lanes of traffic, one in each
direction, shall be maintained at all times. Open excavation and ditches that
cross roadways shall be covered and guarded in such a manner as to permit safe
traffic flow during hours when no work is being performed.
In addition to any other measures taken by the Contractor pursuant to the
provisions of this Section 7-1.09, the Contractor shall install temporary
railing (Type K) between any lane carrying public traffic and any excavation,
obstacle, or storage area when the following conditions exist:
(1) Excavation.-- Any excavation the near edge of which is 12 feet or
less from the edge of the lane, except:
(a) Excavations covered with sheet steel or concrete covers of
adequate thickness to prevent accidental entry by traffic or the
public.
(b) Excavations less than one foot deep.
(c) Trenches less than one foot wide for irrigation pipe or
electrical conduit or excavations less than one foot in diameter.
(d) Excavations parallel to the lane for the purpose of pavement
widening or reconstruction.
(e) Excavations in side slopes, where the slope is steeper than 4:1.
(f) Excavations protected by existing barrier or railing.
(2) Temporarily Unprotected Permanent Obstacles. --Whenever the work
includes the installation of a fixed obstacle together with a protective
system, such as a sign structure together with protective railing, and
the Contractor elects to install the obstacle prior to installing the
protective system; or whenever the Contractor, for his convenience and
with permission of the Engineer, removes a portion of an existing
protective railing at an obstacle and does not replace such railing
complete in place during the same day.
(3) Storage Areas,— Whenever material or equipment is stored within 12
feet of the lane and such storage is not otherwise prohibited by the
specifications.
When work is not in progress on a trench or other excavation that
required a lane closure, the traffic cones or portable delineators used for
the lane closure shall be placed off of and adjacent to the edge of the
traveled way. The spacing of the cones or delineators shall be not more than
the spacing used for the lane closure.
5-1.04 NOTICE OF POTENTIAL CLAIM. — Attention is directed to Section
9-1.04, "Notice of Potential Claim," in the Standard Specifications regarding
the procedure for the filing of potential claims.
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5-1.05 PAYMENTS.-- Attention is directed to Section 9-1.06, "Partial
Payments," and 9-1.07, "Payment After'Acceptance," of the Standard
Specifications.
5-1.06 SOUND CONTROL REQUIREMENTS.— Sound control shall conform to the
provisions in Section 7-1.O1N, "Sound Control Requirements," of the Standard
Specifications and these special provisions.
The noise level from the Contractor's operations, between the hours of 9
p.m. and 6 a.m., shall not exceed 86 dBA at a distance of 50 feet. This
requirement in no way relieves the Contractor from responsibility for
complying with local ordinances regulating noise level.
Said noise level requirement shall
related to the job, including but not 1
transient equipment that may or may not
of loud sound signals shall be avoided
required by safety laws for the protect
apply to all equipment on the job or
imited to trucks, transit mixers or
be owned by the Contractor. The use
in favor of light warnings except those
ion of personnel.
Full compensation for conforming to the requirements of this section
shall be considered as included in the prices paid for the various contract
items of work involved and no additional compensation will be allowed therefor.
5-1.07 HIGHWAY CONSTRUCTION EQUIPMENT.-- Attention is directed to
Sections 7-1.011, "Vehicle Code," and 7-1.02, "Weight Limitations," of the
Standard Specifications and these special provisions.
Pursuant to the authority contained in Section 591 of the Vehicle Code,
the Department has determined that, within such areas as are within the
limits of the project and are open to public traffic, the Contractor
shall comply with all the requirements set forth in Divisions 11, 12, 13,
14 and 15 of the Vehicle Code. Attention is directed to the statement in
Section 591 that this section shall not relieve him or any person from
the duty of exercising due care. The Contractor shall take all necessary
precautions for safe operation of his equipment and the protection of the
public from injury and damage from such equipment.
5-1.08 RESPONSIBILITY FOR DAMAGE. — Attention is directed to the
provisions of Section 7-1.12, "Responsibility for Damage," of the Standard
Specifications and these special provisions.
LIABILITY INSURANCE. — Unless otherwise expressly modified and approved
in writing by the City Attorney's Office, insurance coverages shall provide
the following minimum limits: bodily injury — $250,000 each person,
$1,000,000 each occurrence, $500,000 aggregate products and completed
operations; property damage — $250,000 each.occurrence.
All insurance policies required shall specify the City of San Mateo, its
elective and appointive boards, commissions, officers, agents, and employees
as additional insureds. Insurance certificates evidencing the required
coverages shall be provided to the City prior to the commencement of work and
shall be maintained in full force and effect.
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HOLD HARMLESS AND INDEMNITY. — The Contractor agrees (1) to hold
harmless and indemnify the City of San Mateo and its officers and employees
from and against any and all claims, loss, liability, damage and expense
arising from perfarmance of this contract, including claims, loss, liability,
damage and expense caused or claimed to be caused by passive negligence of the
City of San Mateo or its officers or employees, and (2) to defend the city of
San Mateo, its officers and employees thereagainst; provided however, that
this provision does not apply to claims, loss, liability, damage or expense
arising from (a) the sole negligence or willful misconduct of the City of San
Mateo or its agents, servants or independent contractors who are directly
responsible to the city of San Mateo, or (b) the active negligence of the City
of San Mateo; further, provided, that this provision shall not affect the
validity of any insurance contract, workers' compensation or agreement issued
by an admitted insurer as defined by the Insurance Code.
5-1.09 MEASUREMENT OF QUANTITIES. — Attention is directed to Section
7-1.09, "Measurement and Payment," in the Standard Specifications and these
special provisions.
When payment for a contract item is to be made on a tonnage basis, the
Contractor shall furnish the Engineer a legible copy of a licensed
weighmaster's certificate showing gross, tare and net weight of each truckload
of material. Certificates shall be delivered to the Engineer at the job site
upon delivery of the material,
5-1.10 PROJECT APPEARANCE. — The Contractor shall maintain a neat
appearance to the work.
In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris developed during clearing
and grubbing shall be disposed of concurrently with its removal. If
stockpiling is necessary, the material shall be removed or disposed of
weekly.
The Contractor shall furnish trash bins for all debris from structure
construction. All debris shall be placed in trash bins daily. Forms or
falsework that are to be re —used shall be stacked neatly concurrently
with their removal. Forms and falsework that are not to be re —used shall
be disposed of concurrently with their removal.
Full compensation for conforming to the provisions in this section, not
otherwise provided for, shall be considered as included in prices paid for the
various contract items of work involved and no additional compensation will be
allowed therefor.
5-1.11 CHANGES INITIATED BY THE CITY. — The City reserves the right to
change the scope of this contract in order to align the contract price with
the funding available. The City has estimated that funding for this contract
will require approximately $90,000. The City shall have full authority and
discretionto determine the increase or decrease in quantities required as
well as any subprojects that are included within this project which will be
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added, altered, or deleted, The Contractor shall not be entitled to any
additional compensation or adjustment in the unit prices bid as a result of
any changes made to the project that are covered by this paragraph. All
payments to the Contractor will be subject to the availability of funds and,
notwithstanding any other provisions of the contract documents, the City shall
have no liability to make payments in excess of available funds nor any
liability for damages for delay in payments to the Contractor due to lack of
available funds.
5-1.12 TERMINATION OF CONTROL. — Attention is directed to Section
8-1.08, "Termination of Control," of the Standard Specifications.
5-1.13 GUARANTY AND BONDS. — A material guaranty for a period of one
year from the date of acceptance will be required for this contract and shall
conform to the provisions in Section 2-1.12, "Material Guaranty," of the
Standard Specifications.
The Contractor warrants and guarantees that all material and equipment used or
furnished and all workmanship are of the type and quality specified herein.
The Contractor further guarantees that any latent fault in construction or
defective material discovered within one year after acceptance of the work
shall be remedied by him without cost to the City, upon written notice given
to him. Other subsequent latent defects shall be covered by responsibilities
set forth in the law.
In the event of failure to comply with the above —mentioned conditions within a
reasonable time after notice, the City will have the defects repaired and made
good at the expense of the Contractor, who agrees to pay the costs and charges
therefor immediately upon demand.
The signing of the agreement by the Contractor shall constitute execution of
the above guarantees. The Faithful Performance Bond shall remain in full
effect during the guarantee period and will not be released until the
expiration of such period.
The two contract bonds required in Section 3 of these special provisions shall
continue in full force and effect for the duration of the guaranty period.
Full compensation for furnishing the guaranty and bonds will be considered as
included in the contract price or prices paid for the items of work involved
and no additional compensation will be allowed therefor,
5-1,14 'SUBCONTRACTING. -- Attention is directed to the provisions in
Section 2, "Proposal Requirements and Conditions," elsewhere in these special
provisions and these special provisions.
In lieu of the provisions in Section 8-1.01, "Subcontracting," of the Standard
Specifications, the following shall apply:
The Contractor shall give his personal attention to the fulfillment of
the contract and shall keep the work under his control.
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No subcontractor will be recognized as such, and all persons engaged in
the work on this contract will be considered as employees of the
Contractorand he will be held responsible for their work, which shall be
subject to the provisions of the contract and specifications.
Where a -portion of the work which has been subcontracted by the
Contractor is not being prosecuted in a manner satisfactory to the City,
the subcontractor shall be removed immediately on the requisition of the
Engineer and shall not again beemployedon the work.
The Contractor will be permitted to subcontract portions of the work
included in any lump sum item for work covered by these special
provisions without the entire item being considered as subcontracted.
The "Subletting and Subcontracting Fair Practices Act" (Government Code
Section 4100-4113, inclusive) requires subcontractors, if used, to be
listed in the prime contractor's proposal; prohibits the substitution of
subcontractors, except as therein authorized; and provides for penalties
for violations of the Act. Each bidder shall list -in his Proposal:
a. The name and the 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
improvement, or a subcontractor licensed by the State of California
who, under subcontract to the prime contractor, specially fabricates
and installs a portion of the work or improvement according to
detailed drawings contained in the plans and specifications, in an
amount in excess of one—half of one percent of the prime contractor's
total bid.
b. The portion of the work which will be done by each such
subcontractor. Only one subcontractor shall be listed for each such
portion.
A sheet for listing the subcontractors, as required by the Subletting and
Subcontracting Fair Practices Act, is included in the proposal.
SECTION 6. CITY REQUIREMENTS
SECTION 6-1 AFFIRMATIVE ACTION PROGRAM
6-1.01 POLICY. — It is the policy of the City of San Mateo that all
qualified persons are to be afforded equal opportunities of employment on any
public works contract entered into with the City. To prohibit discrimination
because of race, color, religion, sex or national origin, all bidders shall be
prepared to demonstrate that they and their subcontractors have undertaken a
positive and continuing program to promote the full realization of equal
employment opportunities.
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6-1.02 LOWEST RESPONSIBLE BIDDER. — Attention is directed to "Award and
Execution of Contract," in these special provisions. In order to promote the.
policy declared above, contracts for public works will be -awarded only to such
bidders as are determined to meet the following qualifications of lowest
responsible bidder:
The lowest responsible bidder shall be the bidder who offers to perform
the work involved according to the plans and specifications therefor For
the least amount of money; provided the bidder has the successful
experience, the ability, capacity and, when necessary, the required State
or other license and that he and his subcontractors have undertaken an
affirmative action program to promote the full realization of equal.
employment opportunities meetingthe minimum requirements set forth
herein. Any subcontractor failing to comply herewith shall be deemed
unqualified and shall be substituted.
6-1.03 PRE -AWARD CONFERENCE. — A pre —award conference will be required
of the potentially lowest responsible bidder and his subcontractors when the
following conditions exist:
a. Prime Contractor
1. The total contract amount is greater than $20,000 with ten or more
employees.
2. The prime contractor has not filed an approved affirmative action
plan with the City in the past six months. If an approved plan has
been filed, the general contractor will be required to file updates
to the plan, if any; or a letter acknowledging that the previously
submitted plan is still in effect.
—or-
3. The project is Federally funded.
b. Subcontractors
1. The total amount involved in the subcontract is greater than $10,000.
2. The subcontractor has not filed an approved affirmative action plan
with the City in the past six months. If an approved plan has been
Filed, the subcontractor will be required to file updates to the
plan, if any; or a letter acknowledging that the previously submitted
plan is still in effect.
—or-
3. The project is Federally funded.
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Each potentially lowest responsible bidder and his subcontractors who meet the
above conditions, will be expected to meet with the City at a pre —award
conference to be held between the time the bids are received and opened and to
be referred to :the Council for consideration and award.
6-1.04 STANDARDS OF NONDISCRIMINATION. --
a. The successful bidder and each subcontractor shall undertake
affirmative action to insure that applicants are employed, and that
employees are treated during employment, without regard to race, color,
religion, sex or national origin. Such action shall include, but not be
limited to, the following: employment,upgrading; demotion or transfer;
recruitment or recruitment advertising; layoff or termination; rates of
pay or other forms of compensation; and selection for training, including
apprenticeship where applicable.
b. In all advertisements for labor or other personnel or requests
for employees of any nature, the successful bidder and each subcontractor
shall state that all qualified applicants will receive consideration for
employment without regard to race, color, religion, sex or national
origin.
c. In all hiring, the successful bidder and each subcontractor
shall make every effort to hire qualified workmen from all races and
ethnic groups.
6-1.05 CERTIFICATE OF NONDISCRIMINATION. — Each bidder on any public
works contract shall sign the certificate of nondiscrimination which is a part
of the proposal form.
Each subcontractor shall, prior to entering into a contract with any
successful bidder, execute and file with the City a certificate of
nondiscrimination.
6-1.06. NOTICE TO SOURCES OF EMPLOYEE REFERRALS. — The successful bidder
and each subcontractor will send to the State of California Employment
Development Department and to each labor union, employment agency and
representative of workers with which he has a collective bargaining agreement
or other contract or understanding and from which he expectsemployee
referrals, a notice, as provided by the City, with a copy to the City,
advising of the commitments under these specifications.
6-1.07 AFFIRMATIVE ACTION BY PRIME CONTRACTORS. — At the pre —award
conference, the potentially lowest responsible bidder shall demonstrate that
he meets the following minimum standards of affirmative action:
a. File with the City his affirmative action plan indicating the
steps he is taking to encourage and assist members of minority groups to
become qualified workers. Such a plan will include practices with
respect to: recruitment; employment; compensation; promotion or
demotion; and selection for training.
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Practices with respect to the above shall demonstrate the extent to which
the Contractor has or participates in a training program to assure
potential employees ample opportunity more fully to qualify for jobs and
to assure existing employees adequate opportunity for upgrading and equal
opportunity for advancement and promotion.
b. File with the City evidence that he has notified his
supervisors, foremen and other personnel officers and all subcontractors
of the commitments to be assumed under these specifications.
c. File with the City evidence that he has notified all sources of
employee referrals of the commitments to be assumed under these
specifications.
d. File with the City the name of the person designated to serve as
Equal Employment Officer who is authorized to supply reports and
represent the Contractor in all matters regarding the Affirmative Action
Plan.
6-1.08 AFFIRMATIVE ACTION BY SUBCONTRACTORS. — Each subcontractor
shall, prior to entering into a contract to perform any work or supply
materials for a public works project of the City of San Mateo, file with the
prime contractor and with the City his Affirmative Action Plan in the form set
forth in Section 6-1,01g above,
The requirements of these specifications shall be considered a part of each
contract entered into by subcontractors, the services of which equal $5,000 or
more of the basic contract. The successful bidder shall include the
provisions of these specifications in every first —tier subcontract and require
each subcontractor to bind further subcontractors with whom he enters into a
contract.
6-1,09 POSTING NOTICE OF AFFIRMATIVE ACTION AND NONDISCRIMINATION IN
EMPLOYMENT. — Each successful bidder shall post on the job site and in the
field office or offices maintained by him, the notice provided by the City
regarding Affirmative Action and Nondiscrimination in Employment.
SECTION 7. (BLANK)
SECTION 8. MATERIALS
SECTION 8-1. MISCELLANEOUS
8-1.01 GENERAL. — Attention is directed to Section 6, "Control of
Materials," of the Standard Specifications.
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SECTION 9. DESCRIPTION OF WORK
The work to be done, in general, consists of abandoning a storm drain
pipe and two pump station discharge pipe lines, removing a drainage inlet and
salvaging the frame and grate; and placing imported borrow and pervious
backfill material.
Clearing and grubbing and earthwork are to be performed; a drainage inlet
is to he removed; pipe lines are to be abandoned; a frame and grate are to be
salvaged; pervious backfill material is to be placed; and such other items or
details, not mentioned above, that are required by the plans, Standard
Specifications, or these special provisions shall be performed, placed,
constructed, or installed.
SECTION 10. CONSTRUCTION DETAILS
SECTION 10-1. GENERAL
10-1.01 ORDER OF WORK. — Order of work shall conform to the provisions
in Section 5-1.05, "Order of Work," of the Standard Specifications and these
special provisions.
CONSTRUCTION SCHEDULE. — Attention is directed to Section 8-1.04,
"Progress Schedule," of the Standard Specifications and these special
provisions.
After notification of award and prior to start of any work, the Contractor
shall submit a proposed construction schedule to the Engineer for approval.
The schedule shall be in the form of a tabulation, chart, or graph and shall
be in sufficient detail to show the chronological relationship of all
activities of the project including, but not limited to: estimated starting
and completion dates of various activities, submittal of shop drawings to the
Engineer for approval, procurement of materials, and scheduling of equipment.
PRECONSTRUCTION CONFERENCE. — A preconstruction conference will be held
at a location selected by the City for the purposes of review and approval of
the above construction schedule and to discuss construction procedures. The
Contractor shall be represented by his superintendent of work. The City will
be represented by members of the organization having direct control of
supervision of the project.
CONSTRUCTION STAKING. — Attention is directed to Section 5-1.07, "Lines
and Grades," of the Standard Specifications and these special provisions.
Staking of line and grade will be done by the City survey crew at no cost to
the Contractor once only. The Contractor shall notify the City 48 hours in
advance when requesting construction stakes. Resetting of construction
stakes, which, in the opinion of the Engineer, were lost due to negligence on
the part of the Contractor, will be charged to the Contractor at the rate of
$40.00 per survey crew member per full hour or fraction thereof. The decision
of the Engineer, in this matter, may be appealed by the Contractor to the
Public Works Commission. A decision of the Public Works Commission will be
final and will exhaust any further appeal process.
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10-1.02 COOPERATION. — Attention is directed to Sections 7-1.14,
"Cooperation," and 8-1.10, "Utility and Non —Highway Facilities," of the
Standard Specifications and these special provisions.
The City of San Mateo, its workers, contractors, and others authorized by
the City, are authorized to operate within or near the project area to perform
any necessary concurrent work. The Contractor shall schedule and coordinate
his operations with the City and its workers, contractors and others so
authorized in order to minimize interference.
Projects under construction within or near the project area include, but
are not limited to: the Seal Slough Bridge at the east end of the project,
and the undergrounding by Pacific Gas and Electric Company of its overhead
pole lines.
It is anticipated that Pacific Gas and Electric Company crews will be
working within the project area. Activity will include, but is not limited
to: trenching, installation of conduit, conductors and pull boxes, and
removal of wood poles and overhead wiring.
The Contractor shall schedule and coordinate his operations with those of
Pacific Gas and Electric Company in order to avoid conflicts with their
operations.
10-1,03 OBSTRUCTIONS. — Attention is directed to Sections 8-1.10,
"Utility and Non —Highway Facilities," and 15, "Existing Highway Facilities,"
of the Standard Specifications and these special provisions.
The Contractor shall notify Underground Service Alert (telephone (800)
642-2444), the City's Public Works Department (telephone (415) 377-4630), and
the Estero Municipal Improvement District (telephone (415) 349-5161) at least
48 hours prior to commencement of operations at the project site.
The Contractor's attention is directed to the existence of certain
underground facilities that may require special precautions be taken by the
Contractor to protect the health, safety and welfare of workers and the public.
Attention is directed to the provisions in "Responsibility for Damage,"
in these special provisions.
Attention is directed to the Estero Municipal Improvement District's
24 —inch high pressure water supply line which is located along the south side
of East Third Avenue between Newbridge Street and Seal Slough. It then
crosses Seal Slough along the south side of the old Seal Slough Bridge. This
water line is the sole water supply to the City of Foster City. Any damage to
this water line shall be repaired or replaced promptly by the Contractor at
his expense.
Attention is also directed to the Estero Municipal Improvement District's
8 —inch high pressure water supply line which is located within the old Detroit
Drive alignment and passes through the abutment of the new Seal Slough
Bridge. This water line supplies the businesses along Detroit Drive and the
City's water quality control plant. Any damage to this water line shall be
repaired or replaced promptly by the Contractor at his expense.
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Attention is also directed to the City's. 12" polyethylene reclaimed water
line which crosses the project area just west of both the old and the new
bridges at Seal Slough. Any damage to this water line shall be repaired or
replaced promptly by the Contractor at his expense.
10-1.04 CONSTRUCTION AREA SIGNS. — Construction area signs shall be
furnished, installed, maintained, and removed when no, longer required in
accordance with the provisions in Section 12, "Construction Area Traffic
Control Devices," of the Standard Specifications and these special provisions.
The base material of construction area signs shall not be plywood.
10-1.05 MAINTAINING TRAFFIC. — Attention is directed to Sections
7-1.08, "Public Convenience," 7-1.09, "Public Safety," and 12, "Construction
Area Traffic Control Devices," of the Standard Specifications, and these
special provisions. Nothing in these special provisions shall be construed as
relieving the Contractor from his responsibility as provided in said Section
7-1.09
The first paragraph of Section 12-2.02, "Flagging Costs," of the Standard
Specifications is amended to read:
The cost of furnishing all flagmen, including transporting flagmen,
to provide for passage of public traffic through the work under the
provisions in Section 7-1.08, "Public Convenience," and 7-1.09, "Public
Safety," shall be borne by the Contractor. The cost of providing stands
or towers for use of flagmen shall be considered as part of the cost of
furnishing flagmen. Full compensation for furnishing flagmen shall be
considered as included -in the prices paid for the various contract items
of work requiring flagmen and no additional compensation will be allowed
therefor.
The fourth paragraph in Section 12-3.04, "Portable Delineators," of the
Standard Specifications is amended to read:
A minimum of two reflective bands, each not less than 3 inches wide,
shall be mounted at least 1-1/2 inches apart and at a height on the post
so that one reflective band will be between 2.5 feet and 3 feet above the
roadway surface.
Section 12-3.08, "Temporary Railing (Type K)," of the Standard
Specifications is amended by adding the following after the 13th paragraph:
Each rail unit placed within 10 feet of a traffic lane shall have a
reflector installed thereon as directed by the Engineer. The Contractor
shall install a Type P marker at each end of a Type K railing installed
adjacent to a two way highway and at the end of railing facing traffic
when installed adjacent to a one way roadway. Full compensation for
furnishing and installing Type P markers and for installing reflectors,
as provided in this paragraph, will be considered as included in the
contract prices paid for the items of work requiring the installation of
Type K railing and no separate payment will be made therefor.
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Personal vehicles of the Contractor's employees shall not be parked on
the traveled way or shoulders, including any section closed to public traffic.
The Contractor shall notify local authorities of his intent to begin work
at least 5 days before work is begun. The Contractor shall cooperate with
local authorities relative to handling traffic through the area and shall make
his own arrangements relative to keeping the working area clear of parked
vehicles.
Whenever vehicles or equipment are parked on the shoulder within 6 feet
of a traffic lane, the shoulder area shall be closed with fluorescent traffic
cones or portable delineators placed on a taper in advance of the parked
vehicles or equipment and along the edge of the pavement at 25 —foot intervals
to a point not less than 25 feet past the last vehicle or piece of equipment.
A minimum of 9 cones or portable delineators shall be used for the taper. A
C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a
telescoping flag tree with flags. The flag tree shall be placed where
directed by the Engineer.
A minimum of one (paved) traffic lane, not less than 12 feet wide, shall
be open in each direction for use by public traffic. When construction
operations are not actively in progress, not less than two such lanes shall be
open to public traffic.
No work that interferes with public traffic shall be performed between
7 a.m. and 9 a.m. nor between 3:30 p.m. and 6 p.m. except work required under
said Sections 7-1.08 and 7-1.09.
The full width of the traveled way shall be open for use by public
traffic on Saturdays, Sundays and designated legal holidays, after 3:00 p.m.
on Fridays and the day preceding designated legal holidays, and when
construction operations are not actively in progress.
Designated legal holidays are: January 1st, the third Monday in
February, the last Monday in May, July 4th, the first Monday in September,
November 11th, Thanksgiving Day, and December 25th. When a designated legal
holiday falls on a Sunday, the following Monday shall be designated legal
holiday. When November 11th falls on a Saturday, the preceding Friday shall
be a designated legal holiday.
Minor deviations from the requirements of this section concerning hours
of work which do not significantly change the cost of the work may be
permitted upon the written request of the Contractor if, in the opinion of the
Engineer, public traffic will be better served and the work expedited. Such
deviations shall not be adopted until the Engineer has indicated his written
approval. All other modifications will be made by contract change order.
10-1.06 EXISTING HIGHWAY FACILITIES. — The work performed in connection
with various existing highway facilities shall conform to the provisions in
Section 15, "Existing Highway Facilities," of the Standard Specifications and
these special provisions.
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10-1.06A ABANDON PIPE LINES. — Existing pipe lines, where shown on the
plans to be abandoned, shall be abandoned in place or at the option of the
Contractor, the pipe lines shall be removed and disposed of. All resulting
openings into existing structures, that are to remain in place, shall be
plugged with commercial quality concrete.
Abandoning pipe lines in place shall conform to the following:
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Pipe lines that intersect side slopes shall be removed to a depth of not
less than 3 feet, measured normal to the plane of the finished side
slope, before being abandoned.
Pipe lines, 24 inches in diameter and larger, shall be backfilled with
sand by any method, acceptable to the Engineer, which completely fills
the pipe. Sand backfill material shall be clean, free draining, and free
from roots and other deleterious substances.
The ends of pipe lines shall be securely closed by a 0.5 —foot thick tight
fitting plug or wall of commercial quality concrete containing not less
than 470 pounds of cement per cubic yard.
Full compensation for plugs, pipe removal, structure excavation, and
backfill (including sand backfill), shall be considered as included in
the contract unit price paid for abandon pipe line, and no additional
compensation will be allowed therefor.
10-1.06B REMOVE INLET. — The existing drainage inlet, where shown on
the plans to be removed, shall be removed and disposed of.
The frame and grate shall be removed and salvaged.
The salvaged frame and grate shall be delivered to the City's corporation
yard at 1949 Pacific Boulevard, San Mateo.
10-1.07 CLEARING AND GRUBBING. — Clearing and grubbing shall conform to
the provisions in Section 16, "Clearing and Grubbing," of the Standard
Specifications.
10-1.08 EARTHWORK. — Earthwork shall conform to the provisions in
Section 19, "Earthwork," of the Standard Specifications.
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m.bakmemar
Orp.neiGraed
RCNIY
O,iginl Ground
Ditch
Eacowtas_li
Ditch
Eaconabon
Pan
M Lew IMn 12
Walnut odp1nnl Ground
T
V—Dsl'� 1—DIA-1
SECTION SECTION
Yard. Subaraae Area DNode Snbgede Area
oei. Sde Null of payment ooTlllle tar alruc ue
ncn.olon aM for permeable mated L
UNDERORAINS
NOTE:
Dell'!
a ,t,ieto ca. n u e 0
4m Jab 11980
This drawing indicates the work Io be done or
moteriols to be used. The method of poymenl
will be os specified in the Specihcalions.
LEGEND
® Snuclve E.mrm'on
— SI CI roach I'll
Ouch E.canotim
OEM dtmeoPe Malarial
El®nRaao.oe Eno. alion
EMEZI Rotuma. Embo,ue.enl
O.ig.nd G0.,4
mono Stone Plmechon
Cbs1.t'H)
STATE OF CALIFORNIA
DEPARTMENTOF THANSPORIATION
Llt4ft5 OF PAYMENT FOR
EXCAVATION AND BACKFILL
MISCELLANEOUS IA62-A