R2008-024 2008-02-11 PK0701RESOLUTION NO. R2008-24
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AWARDING A BID FOR INSTALLATION OF AN AQUATIC
PLAYGROUND AT THE CENTENNIAL PARK.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That the City opened bids for construction services associated with the
installation of an aquatic playground at the Centennial Park, and such bids have been
reviewed and tabulated.
Section 2. That the City Council hereby awards the bid to All Play, Inc., in the
amount of $140,000.00.
Section 3. The City Manager or his designee is hereby authorized to execute a
contract for construction services associated with the installation of an aquatic playground
at the Centennial Park.
PASSED, APPROVED and ADOPTED this the 11 day of February, A.D., 2008.
E�..O
TOM REID
MAYOR
= o; '
ATTEST: °'��
. �� .
AUN C7R�IN�
ITY S CRETARY
APPROVED AS TO FORM:
U �. t'( C�---
DARRIN M. COKER
CITY ATTORNEY
lon
Design
� ,:.�;,� Group
6 February 2008
Mr. Young Lorfing, TRMS
City Secretary
City of Pearland
3519 Liberty Drive
Pearland, TX 77581
Re: COP PN: PK0701; Proposal No.: 1208-09; Centennial Water Play Park
Contract Award Recommendation
Dear Mr. Lorfing:
Proposals for the above-referenced project were received and opened on Thursday, 31 January 2008, at
City Hall. We have evaluated the proposals and have identified a vendor to whom we recommend you
award the Contract. We are enclosing a Proposal Summary for your use.
All Play Inc. is the vendor who is offering the best value to the City, and to whom we recommend you
award the Contract. They offer a basic water park design for a total base purchase price of $140,000.
Furthermore, All Play Inc. submitted a proposal that is responsive, executed properly, acknowledges all
Addenda, contains the required Bid Security, and contains the proper bidder qualifications
documentation. We also checked a few of their references and found that they recently have provided
good quality work, on time, and on budget for their clients. At the time of award, adherence to all
requirements of the Contract Documents should be verified.
We are prepared to assist the City with the next step of executing the Contract and moving the project
forward to construction upon approval by the City Council. Thank you for the opportunity to assist you
with this project.
Respectfully,
Design Gr , L
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
cc: Mr. Jon Branson, Director of Parks & Recreation, City of Pearland
Ms. Cara Nesby, Project Manager, City of Pearland
Mr. Robert Pearce, Purchasing Officer, City of Pearland
lon Design Group, LLC
2800 N. Henderson Avenue Studio 100 Dallas, TX 75206 Tel 214.370.3470 Fax 214.370.3083
CENTENNIAL WATER PLAY PARK
PROPOSAL SUMMARY
City of Pearland PN:PK0701
Proposal No. 1208-09
Proposal Date: January 31, 2008
Proposer Al! Play, Inc., Midland Canstruction, lnc.
Pro oser Address 13903 Van Wall, Houston, TX 76040 PO Box 369, Ro ers, AR 72757
Proposer Phone 713.939.9888 479.925.1639
Base Proposal Price $140,000.00 $140,000.00
Proposal with Add Alternate 1 *Option 1-$125,390.00 $148,400.00
**Option 2 - $157,420.00
Proposal with Add Alternate 2 *Option 1-$153,740.00 $155,400.00
**O tion 2 - $168,350.00
Brief Narrrative of Experience YES YES
List of On oin Pro�ects YES YES
List of Subs/Su pliers YES YES
List of References YES YES
Bid Securit YES YES
Acknowled ed Addendum #1 YES YES
Acknowled ed Addendum #2 YES YES
Acknowled ed Addendum #3 YES YES
Acknowled ed Addendum #4 YES YES
Proposal Si ned Kurt Futrell, President Steve Zimmerman, President
Proposal Dated Januar 31, 2008 Januar 29, 2008
Notes: Additional 30 da s for e ui ment to ship
Brief Summary of Proposal * Option 1: Balanced for toddlers to teenagers
6 above ground spray features 7 above grade water features
13 flush mounted spray features 12 ground sprays (10 interchangeable)
40' x 75' hourglass shaped pad 2800 SF of Splashpad area
2-5 minute cycle, upon user activation 2 user activator controls
6 Action reaction water features
**Option 2:
8 above ground spray features
16 flush mounted spray features
40' x 72' custom shaped pad
2-5 minute c cle, upon user activation
Equipment Manufacturer H20 Fun Vortex
Note: Submittals were also received from Kraftsman and Water Nark Features. Upon initial review, tnese submittals were
determined not to meet the standards of the solicitation.
Project Manual
for:
Centennial Water Play Park
in Centennial Park
COP Project No.: PK0701
Proposal No.: 1208 09
January 2008
Prepared By:
Ion Design Group, LLC
2800 Henderson Avenue
Studio 100
Dallas, TX 75206
214.370.3470
4 GI
0
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•
J
JEFFREY H. COHEN
OZ
85083 s
4';•••..• •••• �0
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Project Manual
for:
Centennial Water Play Park
in Centennial Park
COP Project No.: PK0701
Bid No.: 1208-09
January 2008
Prepared By:
Ion Design Group, LLC
2800 Henderson Avenue
Studio 100
Dallas, TX 75206
214.370.3470
CITY OF PEARLAND
BRAZORIA COUNTY, TEXAS
Centennial Water Play Park
in Centennial Park
TABLE OF CONTENTS
NO OF
PAGES
SECTION TITLE
DIVISION 0 — BIDDING AND CONTRACT DOCUMENTS
2
00100 Request for Proposals 2
00200 instructions to Proposers 9
00300 Proposal Foi m 37
00500 Standard Form of Agreement 2
00610 Performance Bond 2
00611 Payment Bond 2
00612 One -Yeas Maintenance Bond 00613 One -Year Surface Correction Bond 2
3
00700 General Conditions of Agreement 1
00800 Special Conditions of Agreement 2
00811 Wage Scale for Engineering Construction 6
00813 Wage Scale for Building Construction
DIVISION 1 — GENERAL REQUIREMENTS
4
Summary of Work Contractor's Use of Premises 4 4
Measurement and Payment Procedures
3
Change Order Procedures 4 4
Coordination and Meetings 36
Submittals
Construction Photographs 65
3
Referenced Standards 2
Contractor s Quality Control 1
Inspection Services 2
Testing Laboratory Services 9
Temporary Facilities and Controls 1
Mobilization 4
Stabilized Construction Exit 4
Traffic Control and Regulation 3
Filter Fabric Fence 3
Reinforced Filter Fabric Barrier 3
Waste Material Disposal 4
01100
01140
01200
01290
01310
01350
01380
01420
01430
01440
01450
01500
01505
01550
01555
01560
01561
01562
01563
1 1 /2007
Tree and Plant Protection
00010 - 1 o1'2
CITY OF PEARLAND
Control of Ground Water and Surface Water
8
01564
01565
01566
01570
01580
01600
01630
01720
01730
01750
01760
01770
TABLE OF CONTENTS
TPDES Requirements 3 3
Source Controls for Erosion and Sedimentation 5
Trench Safety System Project Identification Signs 4 4
Material and Equipment 3
Product Options and Substitutions Field Surveying 2 2
Cutting and Patching 3
Starting Systems 2
Project Record Documents 2
Contract Closeout
DIVISION 2 — SITE WORK
Site Preparation 4 4
Bedding, Backfill, and Embankment Materials 126
Excavation and Backfill for Utilities 20
Gravity Sanitary Sewers 6
PVC Pipe 16
02200
02255
02318
02530
02534
02751
Concrete Pavement
DIVISION 13 - SPECIAL CONSTRUCTION
13149 Aquatic Playground Equipment & Structures
END OF SECTION
1 1 /2007
6
00010-2of2
CITY OF PEARLAND
Section 00100
REQUEST FOR PROPOSALS
REQUEST FOR PROPOSALS
CITY OF PEARLAND, TEXAS
willduplicate, referencingthe following project in the Office of
Sealed proposals be received, in d� p
the City Secretary, City of Pearland,City Hall located at 3519 Liberty Drive, Pearland, Texas
77581 until 2:00 p.m., Thursday, January 31, 2008 at which time they will be publicly opened,
and their responsiveness will be assessed aloud, for the design, supply and installation of:
Centennial Water Play Park
in Centennial Park
City of Pearland, Texas
COP PN: PK0701
PROPOSAL NO.: 1208-09
playground with water play elements, user -activated
The project will consist of an aquaticp Yg slab as shown on the
automatic water distribution system, and lined concrete base,
controls, exhibit prepared by Ion Design Group, LLC. Thep proj
ect site is located on Marys Creek and
Road and opposite Ryan Acres Drive. The City of Pearland has
McLean Road, north of Magnolia pp y
budgeted approximately $140,000 for this project.
Information and Proposal Documents: Copies of Contract Documents and Technical Specifica-
tions p
are on file at the following locations for review:
City of Pearland, City Hall
(281) 652-1600
3519 Liberty Drive
Pearland, Texas 77581
Amtek Plan Room
(713) 956-0100
4001 Sherwood
Houston, TX 77092
The Associated General Contr
actors of America, Inc. (713) 334-7100
2400 Augusta, Suite 180
Houston, TX 77057
•• ctors of Greater Houston (713) 523-6222
Associated Builders &Conti a
3 910 Kirby, Suite 131
Houston, TX 77098
Dodge Reports
4101 Greenbriar, Suite 320
Houston, TX 77098
of the Contract Documents and Technical Specifications
Proposers may obtain a complete set
of the En gineer, Ion Design Group, LLC, 2800 Henderson
Avenue, Studio 100,
from the officeg
(713) 529-4895
00100-1of2
1 1 /2007
CITY OF PEARLAIVD
REQUEST FOR PROPOSALS
_requestand payment of aNON-REFUNDABLE fee.
Dallas, Texas 75206, (214) 370 3470, upon P y 7 bytheo be available for purchase, the cost of printing is to be paid
These documents will also 's 2900 Smith Street, Houston, Texas 77006, (713)782-8580.
Proposer, at Ridgway ,
' ed fora period of sixty (60) days subsequent to the
No proposal may be withdrawn or terminated
• the Cityof Pearland. Unless otherwise expressly
opening date without the consent of
proposal P
pi
provided herein, all references to "day(s)" shall mean calendar day(s).
Bidthe form of Cashier's Check, Certified Check, or Bid
Bid Security and Bid Bonds: Security in purchase rice
Bond payable to the City
of Pearland in the amount of 5% of the total maximum p
successful Proposer must furnish Performanceand Payment
must accompany each proposal. TheP her applicable law, as
byChapterpp
Bonds as required 2253 of the Texas Government Code or of
Contract Documents, in the amount of one hundred
a�nended, upon the form included ' �n the surety
contract price, such bonds to be executed by a corporate duly
percent (100%) of the in the current list of "Treasury
authorized to
do business in the State of Texas, and named
• 570", naming Cityof Pearland, Texas as Obligee. Additionally, the
Department Circular No. nal�ning the Bond for the
P
successful Propose
r shall be required to provide a one year. Maintenance
installed's work, as provided in the Special Conditions of Agreement.
improvements as part of this
P
Equal Opportunity: All responsible Proposers will receive consideration for award of contract
color,religion, sex, or national origin.
without regard to race,
Selection Criteria: In determining to
7 whom to award a contract, the City of Pearland may
• of the Proposer and Proposer's goods or services;
consider: 1) purchase pace; 2) reputationp
' extent to which the goods or services meet the
3 qualityof Proposer's goods or services, 4) . .
impact on the ability of Owner
needs; Proposer's past relationship with the Owner; 6) p
Owner's nee 5) P historically underutilized businesses and
1 with laws and rules relating to contracting with h y
to comply
it organizations employing persons with disabilities, 7 total long-term term cost to Owner to
nonprofit g
acquire
Proposer's goods oY services, 8) the QualificatiOflS of Proposers, including Financial
he Instructions to Proposers; and 9) any other relevant
Statements of Proposers, identified in t
criteria specifically listed in the Proposal Documents.
The City of Pear
land reserves the right to reject any or all proposals.
changed, unless such change is the direct result of a
A proposal that has been opened may not be g
P P clarifying inquiry by the City of Pearland.
Young Lorfing, TRMS
City Secretary,
City of Pearland
First Publication date 01.09.2008
Second Publication date 01.16.2008
1 1 /2007
•
00100 - 2 of 2
CITY OF P JARLAND
INSTRUCTIONS TO PROPOSERS
Section 00200
INSTRUCTIONS TO PROPOSERS
1. Defined Terms
�� one who submits a Proposal directly to Owner, as
1.1 The term Proposer means
disti
nct from a sub -vendor, who submits a bid and/or a proposal to a Proposer.
��means the Proposer who provides goods or
� .2 The term Successful Proposer"I (on the basis of
• value for the Owner, to whom Owner
services at the best an award.
Owner'
s evaluation as hereinafter provided) makes
"Proposalincludes the Request for Proposals,
1.3 The term Documents
Pro osers, the Proposal Form, and the proposed osed Contract
Instructions to p
Documents (including all Addenda issued prior to receipts of bids).
e the terms "Proposal", "Proposer", "Proposal
1.4 To the greatest extent practicable , "propose" been used
nts" and/or other derivations of the word propose
Docl�i�ne persons and procedures
refer to procurement methods, documents, p
herein to P
the more customary procrireinent method
that would otherwise be used with ti� " Re quest for Proposals is not and shall not be construed
known as a bid .This
« Proposal Documents is to procure the design,
as a "bid"; intent of these P p terms "bid",
of an
supply and installationaquatic playground. However, the
"bidbond", �` "bidding"and/or other derivations of the
security", "bid "bidder",
word "bid" may be used herein where practical, legal, or customary reasons
•Prop posers shall regard the usage of these terms to
have prevented substitution,
"proposal" equivalent derivation of the word ``proposal".
mean proposal and/or their
d herein all references to ``day(s)" shall
1.5 Unless otherwise expressly provide
mean calendar day(s).
1.6 All other definitions set out in the Contract Documents are applicable to terms
used in the Proposal Documents.
2. Copies of Proposal Documents
ui�nents in the number and for the deposit sum2.1 Complete sets of Proposal Doc from tor may
Request for Proposals may be obtained he Engineer,
stated in the P
be purchased, the cost of reproduction to be borne by the Proposer, from
Ridway's Smith Street location.
Documents must be used in preparing Proposals;
2.2 Complete sets of Proposal DocL�l�n • • for errors or
• nor Engineer assumes any responsibility
neither Owner g
misinterpretations resulting from the use of incomplete sets of Proposal
�,
Documents.
00200 - 1 o1'9
11 /2007
CITY OF PEARLAND
copies of Proposal Documents 2.3 Owner and Engineer, in making nts available on the p on the Work,
so only above terms, do for the purpose of obtaining Proposals
and
do not confer a license or grant for any other use.
3.
Moo iht
Is"
INSTRUCTIONS TO PROPOSERS
Content of Proposals
idered res onsive, each Proposal shall
3.1 In order that each Proposal be cons p
contain the following documents and information.
Design of the aquatic I) The proposed Schematic playground, showing or gBuser-activated controls,
' the water lay features and elements, th
describing P
stemand the operating system, with
the automatic water distribution system, a features and
assess the appropriateness of the play sufficient detail to elements and the functionality andquality of the equipment and systems;
2) Proposal Form;
3) Bid Security, as described and identified in Article 7 of these Instructions to
Proposers; and,
4) All Qualifications of Proposers listed and identified in Article 4 of these
Instructions to Proposers.
will need to procure
5) Lead time, if any, that the Proposerequipment and
playground components. Such lead time will be excluded from the 60-day
period for Substantial Completion.
' Design shall not be simply a compilation of catalog
3.2 The proposed Schematic Design 7 showingthe
cut sheets, but
shall contain a schematic drawing or exhibit
play type and arrangement of water
the features and elements, and
'
• contain statements or markings that clearly identify
those
shall furthermore
items,numbers, part numbers, and etc., of the
options, features, model he aquatic
P
• systems that will be supplied and installed as part o t q
equ ipi�nent and
playground.
indicatethepurchaseprices for: 1) at least one of
3.3 All Proposals shall clearly (Add
•(Add Alternate No. 1) or a rubber coatingeither a cementitious topping playground; or, 2)a
base slab of the aquatic
Alternate No. 2) for the concrete hei�natic Desi n shall
purchase price
of zero for both add alternates, and the Sc g
in protective coating is to be supplied.
clearly state that no topp g or
4. Qualifications of Proposers
•award a contract, the City of Pearland may consider,
4.1 In determining whom to
in addition
to the other selection criteria identified in Article 16 of these
Instructions t o • Proposers, the following Qualifications of Proposer:
p
of the Proposer with projects of a
1) A brief narrative of previous experience
similar nature and scope;
1 1 /2007
00200 - 2 of 9
CITY OF PEARLAND
location, of on -going projects and
2)A list, including owner Warne and projectare not yet
' f projects of the Proposer which
contracts for construction o p .I
substantially complete;
and suppliers 3)A list of proposed subcontractors for the project being
proposed; 4) A 1ist of name, address and' projects
number of references for
completed by Proposer; and,
' request,each Proposer must be prepared to
5) Within two (2) days of Owner's of the balance sheet
submit a Financial Statement of Proposer, consisting
Proposer for the Proposers last fiscal year
and annual income statement of of P 1 Statement ofthe submission the Proposal. The Financial end preceding
' e a Proposer's net working capital, which
Proposer shall be used to determine • p • • . •o oser's net working
is defined as current assets less current liabilities. A Pi p
capital shall be considered evidence of the Proposer's ability to provide
t
sufficient
financial management of the project being proposed. The
.� shall be clearly and conspicuously markedProposer s Financial Statement " ential" and shall be deemed and treated as confidential and
as confid
Information disclosure requirements of Texas
excepted from the Public Government
Code Section 552.001 et seq., as such information, if released,
would give advantage to a competitor or proposer, and/or would cause
P
substantial competitive harm to Proposer.
INSTRUCTIONS TO PROPOSERS
5.
Examination of Contract Documents and Site
' ' 'each Proposer before submitting a Proposal, to
5.1 It is the responsibility P to become
Proposal Documents thoroughly, (b) visit the site
(a) examine the p -
• • conditions that may affect cost, progress, performance or
familiar i l iar with local and local laws and
furnishing of the Work, (c) consider federal, state
performance or
regulations that may affect cost, progress, P furnishing of the with the
rid and carefully correlate Proposers observations
Work, (d) study
Contract Documents, and (e) notify Engineer of all conflicts, errors, omissions
or discrepancies in the Contract Documents.
tests of conditions at the
Any reports of explorations and site which have been
ocur�nents will be madethe Engineer in preparation of the Contract D
utilized by
' CONTRACTOR may rely upon the general
available to Proposers for review, t such reports areaccuracy of the
"technical data" contained in these reports bu p
• Documents. Proposer may not and should not rely
not part of the Contract Docuiri p i
upon the accuracyof the data contained in such reports, interpretations rotations or
• completeness thereof, for the purposes of
opinions contained therein, or the p
p
proposing or construction.
reflected in the Contract Documents with respect to
5.3 Information and, data facilities at or
unde
rground utilities, equipment or other underground
b based upon information and data furnished to Owner
contiguous to the site is p
00200 - 3 of 9
1 1 /2007
CITY OF T EARLAND
owners of such underground facilities or others, and Owner
and Engineer by does not assume responsibility for the accuracy or completeness thereof.
5.4 Before submitting a
ittin 7 Proposal, each Proposer will, at Proposer's own expense,
p
investigations, explorations, tests
additional examinations,
make or obtain any additional information and data which pertain to the
and studies and obtain any _ r and facilities)at or
subsurface and undergrophysical conditions (surface, 7 s to the site or otherwise which may affect cost, progress,
contrgLiou
furnishing of the Work and which Proposer deems necessary to
performance or fur €� � and furnishing the
det
ermine its Proposal's purchase prices for performing
Work in accordance with the Contract Tirne, Contract Price and other terms and
conditions of the Contract Documents.
Owner willprovide each prospective Proposer access to
5.5 On request in advance,
the site to conduct such explorations and tests as each prospectiveProposer
of a Proposal. Prospective Proposers shall fill
deems necessary for submissionp • • i
es clean a and restore the site to its former condition upon completion
lotion
all hol P
of such explorations.
the Work is to be performed, rights -of -way and
5.6 The lands upon which easements for acc
ess thereto and other lands designated for use by Contractor in
identified in the Contract Documents. All additional
performing the Work are id • ' ' or storage
access thereto required for temporary construction facilities g
lands and q
of materials and equipment are to be provided by Contractor. Easements for
permanent changes in existing structures are to be
permanent structures or p the Contract
for
obtained and paidby Owner unless otherwise provided in
Documents.
Proposal will constitute an incontrovertible 5.7 The submission of a tible representation
b Pro oser that Proposer has complied with every requ
irement of this
Y P
ion the Proposal is premised upon performing and
Article 5, that withoLit ehcept p such means,
furnishing •
the Work required by the Contract Documents and.
of construction as may be
methods, techniques, sequences or proceduresq
indicated that the Contract
in or required by the Contract Documents, and
Documents are sufficient in scope and detail to indicate and convey
and _ and furnishing of the
understanding of all terms and conditions for performance
Work.
INSTRUCTIONS TO PROPOSERS
6. Interpretations and Addenda
meaning or intent of the Contract Documents are to be
6.1 All questions about the in g 7' Interpretations or clarifications considered necessary by
directed to Engineer. lnt p mailed or
Y' response to such questions will be issued by Addenda
Engineer in p
• • irecorded byEngineer as having received the Proposal
delivered to all parties g � prior to the date for
Laments.QuestionS received less than five (5) days pr ioDoc opening Proposals of Pro osals may not be answered. Only questions answered by
00200 - 4 of 9
11 /2007
•
CITY OF PEARLAND
will be binding. Oral and other interpretations or
formal i��al written Addenda �
clarifications will be without legal effect.
issuedmodify the Proposal Documents as deemed
Addenda may also be to fy
6.2 advisable by Owner or Engineer.
INSTRUCTIONS TO PROPOSERS
7. Bid Security
nied bybid security made payable to Owner in
7.1 Each Proposal must be accompanied ���purchase price,
of percent (5%) of the Proposer's total maxim
an amount o
and in the form of a certified check,
� heck cashier's check or a Bid Bond ("Bid
Security").
BidSuccessful will be retained until such Proposer 7.2 The Security of the p Proposer has execu
ted the Standard Form of Agreement, and furnished the
Payment Bonds, whereupon the Bid Security will be
required Performance and Paym ei• the Standard
returned. If the
Successful Proposer fails to execute and deliv
' the required performance and payment bonds
Form of Agreement and furnish q p Notice of
•(10)after the Notice of Award, within ten days Owner may annul the•
Bidat Proposer will be forfeited. The Bid Security
Award and the Security of that P and the
• will be retained until after the Contract is awarded
of other Proposers wil .. bids are rejected,
Form of Agreement becomes effective, or all
Standard �
whereupon Bid Security furnished by such Proposers will be returned.
8. Contract Time
in is to be Substantially Completed, as set forth in
The number of days which the Work extension of
Standard Form of Agreement, the Proposal Form and the subject to such
time as May be
due under the terms and conditions of the Contract Documents
("Contract Time").
q 9.
Liquidated Damages and Early Completion Bonus
• for 7 earlycompletion bonus, if any, are set forth in
Provisions liquidated damages and p
the Standard Form of Agreement.
10. Substitute or "Or -Equal" Items
willon the basis of the selected materials and equipment
The Contract, if awarded, be . � t consideration of
Plans or specified in the Specifications withoLi
described in the �� P ��
• i items. Whenever it is indicated in the Plans or
possible substitute or "or -equal"
a substitute or "or -equal" item of material or
specified in the Specifications thatto Engineer,
P
•furnished or used by the Contractor if acceptable g
equipment may be acceptance will not be considered by Engineer ineer until after- the
for such
application
11 /2007
00200 - 5 of 9
CITY OF PEARLAND
Agreement becomes effective. 11 "or -equal" references shall be interpreted to mean
All application by
equal". Theprocedure for submission of any suchpp
"or approved eq Cont
ractor and consideration by Engineer is set forth in the Contract Documents.
11. Proposal Form
INSTRUCTIONS TO PROPOSERS
00300 —Proposal 1 1 . l The Proposal Form (Sectionl Form) is included with the p • additionalcopies may be obtained from Engineer(or the
Proposal Documents;add�t cop
issuing office).
Form must be completed in ink or by typewriter.
11.2 All blanks on the Proposal For �
The Proposer
shall bid all Add Alternates, if any. The Proposer shall initial
each page of the Proposal Form.
' must be executed in the corporate name by the
11.3 Proposals by corporations officer accompanied be
president or a vice-president (or other corporate
sign)and the corporate seal must be affixed and
evidence of authority to
the secretar or an assistant secretary. The corporate ad
dress and
attested by Y
p
state
of incorporation must be shown below the signature.
be executed in the partnership name and signed
11.4 Proposals by partnerships must •�r
general partner, whose title must appear under the signature,
and if a
by a genera
executed as required above for corporations, and the
corporate general partner, q official address of the partnership must be shown below the signature.
11.5 All
narnes must be typed or printed below the signature.
1 1.6 The Proposal shall contain an acknowledgment cknowled ment of receipt of all Addenda (the
number of which must be filled in on the Proposal Form).
11.7 The address and telephone number
for communications regarding the Proposal
must be shown on the Proposal Form.
12. Submission of Proposals
place, date and/or time designated for opening Proposals may be changed in
p g
acco
rdance with applicable laws, codes and ordinances.
' duplicate at the time and place indicated in the Request
Proposals shall be submitted in p for Proposals and sh
all be enclosed in an opaque sealed envelope marked with the
. the Proposer and accompanied by Bid Security.
Project title and name and address of p envelope
'�throughthe snail or other delivery system the sealed p
If the Proposal is sent "PROPOSAL ENCLOSED"
se arate envelope with the notation PROPOS
shall be enclosed in a p
on the face of it.
are invalid and will not be considered. Proposals
Verbal, facsimile, or electronic bids ened.
submitted af
ter the bid date and time will be returned to the Proposer unop
00200 - 6 or 9
1 1 /2007
CITY OF P GARLAND
INSTRUCTIONS TO PROPOSERS
13.
Modification and Withdrawal of Proposals
' withdrawn byan appropriate document duly
13.1 Proposals may be modified or to the
manner that a Proposal must be executed) and delivered
executed (in the p rior to the opening of
place where Proposals are to be submitted at any time p
not modify orverbal,
Proposals. A Proposer may y withdraw its Proposal by e resubmitted prior
facsimile or el
ectronic means. A withdrawn Proposal may b
to the designated time for opening Proposals.
after Proposals are opened, any Proposer files
13.2 If, within twenty-four (24) hoursp a duly signed, wri
tten notice with Owner and promptly thereafter demonstrates
Owner that there was a material to the reasonable satisfaction of mistake in the request to withdraw it • s Proposal
Proposal, that Proposer mayp
preparation of its p and the bid security maybe returned or forfeited at the discretion of the Owner.
Thereafter, that Proposer will be disqualified from further bidding on the
Project to be provided under the Contract Documents.
14. Opening of Proposals
willtheir responsiveness will be assessed aloud, publicly.
Proposals be opened, and P an will be
An abstract of the arnoLi nts of the base Proposals and major alternates (ify)
•after the opening 7 of Proposals. Proposals, in their entirety,
made available to Proposers p g the exception of
public ins p
shall be open for inspection after the contract is awarded, with p
information contained therein, provided Proposer has
any trade secrets or confidential ntified an specific information contained therein as being trad
e secrets or
expressly ide Y P
confidential information.
15. Proposals to Remain Subject to Acceptance
to acceptance for sixty (60) days after the day of the
All Proposals will remain subject P Proposal opening, Proposal and
but Owner may, in its sole discretion, release any
return the bid security prior to that date.
16. Award of Contract
' anyand all Proposals, to waive any and, all
16.1 Owner reserves the right to reject to negotiate
not involving price, time or changes in the Work andg
informalitiesg contract terms with the Successful Proposer. Owner may Ject a bid as non-
responsive if: 1) Proposerre fails to provide required Bid Security; 2) Proposer
' completes or fails to complete all information required
improperly or illegibly comp • Ythe Proposal or
the Proposal Documents; 3) Proposer fails to sign p
by P its Proposal; 5) Proposer
improperly signs the Proposal; 4) Proposer qualifiesunit
• iimproperly submits its Proposal; 6) Proposer fails to sub
tardily orotherwise ir�np p Y
the Qualifications of4 of these instructions
Proposer as required under section
to Proposers; or 7) Proposal is otherwise non -responsive. In determining the
1 1 /2007
00200 - 7 of 9
INSTRUCTIONS TO PROPOSERS
CITY OF PEARLAND
indetermining to whom to award a contract,
value for the Owner, and deter � ofthe Proposer and
best reputation p
consider: 1) purchase price; 2) Pservices;
Owner may p � •' goods or
'goods or services; 3) quality of Pro osei s ice's
Proposers Proposer's
• services meet the Owner's needs; 5) P
4 extent to which the goods or se
relationship with the Owner, 6) impact on
the ability of Owner to comply
past P � with historically underutilized
withlaws and rules relating to contracting
persons with disabilities;
es and nonprofit organizations employing Y y g P
business ro oser'sgoods or services; 8) the
7-term cost to Owner to acquire P p 11 listed
e
7) total long n other relevant criteria specifically Qualifications of Proposer; and 9) any 1 ication of units of
Q s. Discrepancies in the multiplication in the Proposal Documents. P prices. Discrepancies
prices will be resolvedthereof
Work and unit unit
in favor of the n of figures and the correct sum
be
tween the indicated sum of any column �
will be resolved in favor of the correct sum.
' consider the Qualifications of the
16.2 In
evaluating Proposals, Owner willrescribed
Proposers, whether or
not the Proposals comply with the p
requirements, and such alternates, unit prices and other data, as may bep ward.
Pro osal Form or prior to the Notice of A
requested in the
investigations as Owner deems necessary to assist in
16.3 Owner may conduct such qualifications
Proposal and to establish the responsibility, q
the evaluation of any P Subcontractors, suppliers and other
financial ability and of Proposers, proposed
form and furnish the
persons and organizations to per Work in accordance with
in the Contract Time.
the Contract
Documents, to Owner's satisfaction, with
see whose Proposal is responsive and
16.4 i
The contract s to be awarded to the Propo
o
goods or services at the best value for the Owner.
provides g
17. Contract Security
' the executed Standard Form of Agreement to
When the Successful Proposer delivers t Maintenance and
be accompanied by the Performance, Payment, Owner, it must be Documents. Bonds may be on the
Surfa
ce Correction Bonds required by the Contractchanges, as
an
forms provided herein org
equal form containing no substantive
determined by Owner.
18. Signing of Agreement
• the Successful Proposer, it will be
When Owner gives a Notice of Award to Form of
of unsigned counterparts of the Standard
accompanied by the required numberg forms. Within ten (10)
P
required Performance and Payment Bond for m
Agreement, and the
signdeliver the required number of counterparts of
days thereafter Contractor shall and q • ten(10)
nt to Owner with the required Bonds. Within
the Standard Form of Agreement
days thereafter, Owner shall deliver one fully signed ned counterpart to Contractor. There
Y
1 1 /2007
00200 - 8 of 9
INSTRUCTIONS TO PROPOSERS
CITY OF PEARLAND
and the Successful Proposer until
contract or agreement between Owner authorized
shall be no .
• n of the Standard Form of Agreementby
proper execution and attestation
representatives of the Owner.
19. Pre -proposal Conference
The Owner
will not hold a pre -proposal conference.
20 • Retainage
Provisions concerning retainage are set forth in the Contract Documents.
•
END OF SECTION
•
Is
00200 - 9 of 9
11 /2007
CITY OF PEARLAND PROPOSAL FORM
Section 00300
PROPOSAL FORM
Date: January 31, 2008
Proposal of All Play, iNc.mcvaiwooprici3xmp
a corporation organized and existing under the laws of the State of Texas / a partnership consisti -ig
of for the design, supply, and
installation of:
Centennial Water Play Park
in Centennial Park
City of Pearland Texas
COP PN: PK0701
PROPOSAL NO. 1208-09
(Submitted in Duplicate)
To: The Honorable Mayor and City Council of Pearland
City of Pearland
3519 Liberty Drive
Pearland, Texas 77581
Pursuant to the published Request for Proposals, and Instructions to Proposers, the undersigned
Proposer hereby proposes to do all the work and furnish all necessary superintendence, labor,
machinery, equipment, tools and materials, and whatever else may be necessary to complete all
the work described in or reasonably inferable from the Contract Documents for the design, supply
and installation of the Centennial Water Play Park, in Centennial Park, with all related
appurtenances, complete, tested, and operational, in accordance with the Plans and Specifications
prepared by the Engineer, Ion Design Group LLC, 2800 Henderson Avenue, Studio 100, Dallas,
Texas 75206, (214) 370 3470, Mr. Jeffrey H. Cohen, P.E under the City of Pearland's inspection
for total purchase price set forth on the attached proposal sheet(s) which bears the undersigned's
initials for identification. It is understood that, in the event any changes are ordered on any part of
the Work, the Proposer shall provide an additional Proposal(s) to add to or deduct from the total
prices for the parts of the Work so changed.
The Bid Security required under the Request for Proposals is included with this Proposal.
The Proposer agrees to submit to the Owner the Qualifications of Proposer including the
Financial Statement of Proposer, as required by the Instructions to Proposers if requested to do so
as a condition of the Proposal review.
The Proposer binds himself upon acceptance of his Proposal to execute the Standard Form of
Agreement and furnish a Performance Bond and a Payment Bond, each in the amount of one
hundred percent (100%) of the total Contract Price, according to the forms included in the
Contract Documents.
Proposer's Initial's: )1.4
11/2007 00300 - 1 of 3
CITY OF PEARLAND
PROPOSAL FORM
The undersigned Proposer agrees to commence work within ten (10) days after the date of a written notice
to commence work. It is understood that the Work is to be Substantially complete within sixty (60) days
after the date of the notice to commence work. Time for Substantial Completion shall begin on the date
established by the notice to commence work. The Contractor will pay liquidated damages in the amount(s)
specified in Document 00500 — Standard Form of Agreement in the event the Work is not Substantially
Complete in this time limit.
*See Attached Drawings and Descriptions for Option 1 and Option 2.
Item
Spec.
No.
No.
Item
Description
Purchase
Price
BASE
PROPOSAL
ITEMS
Water
Play
Park,
including
site
preparation,
concrete slab,
water
play
-
1
all
elements,
operating
user -activated
system & controllers,
controls,
and
water
utility
distribution
connections.
system, automatic
$
140,
000.00
TOTAL
BASE
PURCHASE
PRICE
$140
, 000.00
ADD
ALTERNATE
NO.
1
2
13080
Cementitious
Topping
Option
1
Deduct:
$14
, 610.00
Option
2 Add:
$17
, 420.00
Option
l: $125,390.
TOTAL
PURCHASE
PRICE
with
ADD
ALTERNATE
NO.
1
Option2
$�i�7,420.a
ADD
ALTERNATE
NO.
2
2
13080
Poured
-In
-Place
Rubber
*Based
Coating*
50%
Color/50%
on
1"
thick,
Black
* $28, 350.00
1:$153,7.40:
TOTAL
PURCHASE
PRICE
with
ADD
ALTERNATE
NO.
2 jOption
Option2:$168,350.0
The undersigned Proposer hereby declares that the following documents and information are included with
and made part of this Proposal:
1. Schematic Design
a. Water Play Features & Elements, including number, type & arrangement
b. User -Activated Controls
c. Water Distnbution System
d. Automatic, Programmable Operating System
e. Cementitious Topping or Rubber Coating System
f. Warranties
2. Brief Narrative of Proposer's Previous Experience
3. List of Proposer's On -Going Projects
4. List of Proposed Sub -Contractors and Suppliers
5. List of Proposer's References
6. Bid Security
Check if Included
t✓
Lev
try
It is agreed that the Contract Price is a lump sum price, and that the proposal items in the Proposal Form
included herein are for the purposes of establishing percent complete for each individual proposal item
during the monthly pay request process.
Proposer's Initial's:
11/2007 00300 - 2 of 3
CITY OF PEARLAND PROPOSAL FORM
It is agreed that the Contract Price may be increased or decreased to cover work added, altered, or
deleted by order of the Engineer, in accordance with the provisions of the General Conditions of
Agreement.
The undersigned agrees that the amounts proposed in this Proposal will not be withdrawn or
modified for sixty (60) days following date of Proposal opening, or such longer period as may be
agreed to in writing by the City of Pearland and Proposer.
It is understood that in the event the Successful Proposer fails to enter into the Standard Form of
Agreement and/or to furnish a Performance Bond and Payment Bond each in the amount of one
hundred (100) percent of the Contract Price, within ten (10) days of the Notice of Award, the
Successful Proposer will foifeit the Bid Security as provided in the Instructions to Proposers.
Unless otherwise expressly provided herein, all references to "day(s)" shall mean calendar day(s).
The following Addenda have been received. The modifications to the Proposal Documents noted
therein have been considered and all costs thereto are included in the Proposal purchase prices.
AddendumNo.: 1 Date: 1/17/08 AddendumNo.: 4 Date: 1/30/08
AddendumNo.: 2 Date: 1/21/08 AddendumNo.: Date:
Addendum No.: 3 Date: 1/24/08 Addendum No.: Date:
Proposer hereby represents that the only person or parties interested in this offer as principals are
those named above. Proposer has not directly or indirectly entered into any agreement,
participated in any collusion, or otherwise taken any action in restraint of free competitive bidding.
Firm Name: All
By:
Kurt F trell
Title: P sident
Inc
Address: 13903 Van Wall, Houston, TX 77040
Phone No: 713-939-9888
ATTEST:
Mark Reynolds, Vice President
(Typed or Printed N me)
Signature_ -
Date: January 31, 2008
END OF SECTION
(Seal, if Proposer is a Corporation)
Proposer's Initial's:
11/2007 00300 - 3 of 3
CITY OF PEARLAND
PROJECT:
BID NO.:
BID DATE:
FROM:
ADDENDUM NO. 1
Section 00901
ADDEMDUM NO. 1
Date: January 17, 2008
Centennial Water Play Park, in Centennial Park; COP Proj. No. PK0701
1208-09
January 24, 2008; 2:OOp.m.
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
Ion Design Group, LLC
2800 Henderson Avenue
Studio 100
Dallas, TX 75206
To: Prospective Bidders and Interested Parties
This addendum forms a part of the bidding documents and will be incorporated into the Contract
Documents, as applicable. Insofar as the original Contract Documents, Specifications, and
Drawings are inconsistent, this Addendum shall govern. Please acknowledge receipt of this
Addendum on both copies of the Bid Proposal form, Section 00300 submitted to the City of
Pearland. FAILURE TO ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID
PROPOSAL FORM MAY BE CAUSE FOR DISQUALIFICATION.
CONTRACT DOCUMENTS:
1.1 SECTION 00300 Proposal Form & SECTION 00500 Standard Form of Agreement
Contract Time:
This Request for Proposals, in both the "Proposal Form" and "Standard Form of Agreement",
requires the Work to be Substantially Complete within sixty (60) calendar days (including
weekends and holidays) from the date when the Contract Time commences to run, that is, from
the date of the notice to commence work.
The City of Pearland understands that significant lead times to manufacture certain equipment
and fabricate playground components may adversely impact, and even exceed, the stipulated
01/2008
00901 - 1 of 2
CITY OF PEARLAND ADDENDUM NO. 2
Section 00902
ADDEMDUM NO. 2
Date: January 21, 2008
PROJECT: Centennial Water Play Park, in Centennial Park; COP Pro.). No. PK0701
BID NO.: 1208-09
BID DATE: January 31, 2008; 2:OOp.m.
FROM: Jeffrey H. Cohen, P E
Senior Civil Engineer
Ion Design Group, LLC
2800 Henderson Avenue, Studio 100
Dallas, TX 75206
To: Prospective Bidders and Interested Parties
This addendum forms a part of the bidding documents and will be incorporated into the Contract
Documents, as applicable. Insofar as the original Contract Documents, Specifications, and
Drawings are inconsistent, this Addendum shall govern. Please acknowledge receipt of this
Addendum on both copies of the Bid Proposal form, Section 00300 submitted to the City of
Pearland. FAILURE TO ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID
PROPOSAL FORM MAY BE CAUSE FOR DISQUALIFICATION.
CONTRACT DOCUMENTS:
2.1 SECTION 00100 Request for Proposals
Delete the third line of the first paragraph on Page 00100-1 and replace it with the following:
77581 until 2:00 p.m., Thursday, January 31, 2008 , at which time they will be publicly opened,
END OF ADDENDUM NO. 2
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
01/2008
00902 - 1 of 1
CITY OF PEARLAND ADDENDUM NO. 3
Section 00903
ADDEMDUM NO. 3
Date: January 24, 2008
PROJFCT: Centennial Water Play Park, in Centennial Park; COP Prof. No. PK0701
BID NO.: 1208-09
BID DATE• January 31, 2008; 2:OOp.m.
FROM: Jeffrey H. Cohen, P.E.
Senior Civil Engineer
Ion Design Group, LLC
2800 Henderson Avenue, Studio 100
Dallas, TX 75206
To: Prospective Bidders and Interested Parties
This addendum forms a part of the bidding documents and will be incorporated into the Contract
Documents, as applicable. Insofar as the original Contract Documents, Specifications, and
Drawings are inconsistent, this Addendum shall govern. Please acknowledge receipt of this
Addendum on both copies of the Bid Proposal form, Section 00300 submitted to the City of
Pearland. FAILURE TO ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID
PROPOSAL FORM MAY BE CAUSE FOR DISQUALIFICATION.
SPECIFICATIONS:
3.1 SECTION 01100 Summary of Work
Delete Paragraph 1.02.G in its entirety, and replace it with the following Paragraph 1.02.G:
G. The Contractor shall be required to connect to an existing water service that will terminate
near the elevated pad constructed for the aquatic playground. The Contractor shall also be
required to connect to an existing power supply. Power supplied to the site will be
120/240V, 1 0, 3-wire to a circuit board near the existing pavilion. A single circuit is
dedicated to the water park, and a 1-inch conduit with conductors will be stubbed -up to a
Junction box near the pad, the same as the water supply.
01/2008 00903 - 1 of 2
CITY OF PEARLAND
3.2 SECTION 01100 Summary of Work
Add the following paragraph immediately after Paragraph 1.02.I:
ADDENDUM NO. 3
J. The requirement for a field office, as specified in Section 01500 Paragraph 1.06, is hereby
waived
3.3 SECTION 01100 Summary of Work
To help quantify Note 3 on Exhibit El 02, please consider the following:
The length of temporary orange plastic construction fence to be placed along the wetland
buffers is approximately 500 linear feet on the south side and approximately 160 linear feet on
the north side.
3.4 SECTION 13080 Aquatic Playground Equipment & Structures
Delete Paragraph 2.4.C.2 in its entirety, and replace it with the following Paragraph 2.4.C.2:
2. Cast bronze or PVC solenoid valves designed for chemically treated water, 2-way
normally closed, rated for 20 psi to 125 psi and 20 gpm to 90 gpm, and pre -wired to
automated control system;
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
FND OF ADDENDUM NO.3
01/2008 00903 - 2 of 2
CITY OF PEARLAND ADDENDUM NO. 4
Section 00904
ADDEMDUM NO. 4
Date: January 30, 2008
PROJECT: Centennial Water Play Park, in Centennial Park; COP Prof. No. PK0701
BID NO.: 1208-09
BID DATE: January 31, 2008; 2:00p.m.
FROM: Jeffrey H. Cohen, P.E.
Senior Civil Engineer
Ion Design Group, LLC
2800 Henderson. Avenue, Studio 100
Dallas, TX 75206
To: Prospective Bidders and Interested Parties
This addendum forms a part of the bidding documents and will be incorporated into the Contract
Documents, as applicable. Insofar as the original Contract Documents, Specifications, and
Drawings are inconsistent, this Addendum shall govern. Please acknowledge receipt of this
Addendum on both copies of the Bid Proposal form, Section 00300 submitted to the City of
Pearland. FAILURE TO ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID
PROPOSAL FORM MAY BE CAUSE FOR DISQUALIFICATION.
SPECIFICATIONS:
4.1 SECTION 00200 Instructions to Proposers
Delete Paragraph 4.1.5) in its entirety, and replace it with the following Paragraph 4.1.5):
5) Within two (2) days of Owner's request, each Proposer must be prepared to submit a
Financial Statement of Proposer consisting of the balance sheet and annual income
statement of Proposer for the Proposer's last fiscal year end preceding the submission of
the Proposal. The Financial Statement of Proposer shall be used to determine a Proposer s
net working capital, which is defined as current assets less current liabilities. A Proposer's
net working capital shall be considered evidence of the Proposer's ability to provide
sufficient financial management of the project being proposed. The Proposer's Financial
Statement shall be clearly and conspicuously marked as "confidential", and shall be
01/2008
00904 - 1 of 2
CITY OF PEARLAND ADDENDUM NO. 4
deemed and treated as confidential and excepted from the Public Information disclosure
requirements of Texas Government Code Section 552.001 et seq., as such information if
released would give advantage to a competitor or proposer, and/or would cause substantial
competitive harm to Proposer.
END OF ADDENDUM NO. 4
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
01 /2008 00904 - 2 of 2
II lay tInc
Centennial Water Park - Option 1
*Option 1 base bid is based on cementitous topping over concrete.
Design Description:
The following aquatic playground is designed as a potable water system and has
6 above ground spray features and 13 flush mounted spray features for a total of
19 features on a 40' x 75' hourglass shaped pad. There are 16 discharge lines
going to the features allowing the water features to be programmed with on/off
sequences for optimal interactive fun. When the activation bollard(s) are
touched, a 2-5 minute sequence will run and the next program will begin when
the bollard is touched again. The control panel will come with several programs
which can be updated and changed. The following system is not engineered
based on specific health code. If specific codes needs to be honored, the
following quote may change.
H2O Fun System to include:
1 29153 Lil' AquaShroom
1 29152 Lil' AquaStream
1 29154 Rainy Daisy
2 29115 Water Cannon
1 30027 Water Dancer
2 29209 Double Puddle Jumper
4 29201 Gusher
1 29205 Gusher Circle
1 29211 Inward Spray Circle
1 19765 Water Basket
1 29206 Water Tunnel
2 29203 Weeping Willow
2 29303 Activation Bollard
1 Custom Stainless Steel Manifold with (16) PVC Discharge Lines
4 29179 Drain
1 29803 16 Output City Water Controller with programmable relay
1 Custom Underground valve box enclosure
13903 Van Wall Houston, Texas 77040
(713) 939-9888 Fax: (713) 939-03-04
AI I PlayDoes ItAI I.com
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6011111.
co.rrd..play systam*
All
Centennial Water Park - Option 2
YIOYYOWYO
*Option #2 Base Bid Proposal is based on broom finish concrete, no topping.
Design Description:
The following aquatic playground is designed as a potable water system and has 8 above
ground spray features and 16 flush mounted spray features for a total of 24 features on a
40' x 72' custom shaped pad. There are 19 discharge lines going to the features allowing
the water features to be programmed with on/off sequences for optimal interactive fun.
When the activation bollard(s) are touched, a 2-5 minute sequence will run and the next
program will begin when the bollard is touched again. The control panel will come with
several programs which can be updated and changed. The following system is not
engineered based on specific health code. If specific codes needs to be honored, the
following quote may change.
H2O Fun System to include:
1 29122 Buckets 0' Fun
1 29153 Lil' AquaShroom
1 29152 Lil' AquaStream
1 29154 Rainy Daisy
1 29115 Water Cannon
2 29159 Water Coil
1 30027 Water Dancer
3 29209 Double Puddle Jumper
5 29201 Gusher
2 29205 Gusher Circle
1 29211 Inward Spray Circle
1 19765 Water Basket
1 29208 Water Line
1 29206 Water Tunnel
2 29203 Weeping Willow
2 29303 Activation Bollard
1 Custom Stainless Steel Manifold with (19) PVC Discharge Lines
4 29179 Drain
1 29803 24 Output City Water Controller with programmable relay
1 Custom Underground valve box enclosure
13903 Van WaII Houston, Texas 77040
(713) 939-9888 Fax: (713) 939-03-04
AI I PIayDoes ItAI l .corn
1
1
•
Ammi.
.111111111111.
s
Identify your desired water supply requirement
Determine if your selection or code requires a recycling system. If not, we
recommend a city water system depending on the size of your park. •
Determine the available space for your aquatic playground
Consider factors like age -appropriateness, play flow patterns and
splash containment Our representatives are trained to assist you in this
determination.
Seta budget
Our representatives will optimize your aquatic playground dollar by offering
several optional layouts to best address both your financial and enjoyment
goals.
Site 'amenities
Be sureto consider adding amenities like drinking fountains, clock and
shower when planning your aquatic playground.
Safety and security
Consider any safety and security issues such as vandalism and unauthorized
use of the park. H2O Fun is ready to assist and address any concern.
Warranty
Wm. Hobbs, Ltd. provides a one (1) year warranty on all components. This warranty covers damage
due to defects in workmanship and material that causes the product to become structurally unfit
for its intended use and is valid for products under normal use and proper maintenance only.
The warranty specifically exclude damage caused by vandalism, negligence, improper installation
or improper use, changes in appearance as a result of weathering scratches, dents or marring
as the result of use.
The warranty is valid only if products are installed and maintained in accordance with manufacturer's
instruction and only approved parts are used.
Wm Hobbs Ltd. excludes from warranty the cost to remove parts and reinstall replacements due
to cosmetic defects or coating deterioration caused by climatic conditions.
Hobbs Ltd: s liability under such warranty for component parts, which Wm. Hobbs, Ltd. has
based from others, shall not be greater than the warranty liability assumed by the supplier or
urer of such component parts.
shall_Wm.:_Hobbs,_ Ltd.be liable under such warranty for any labor, downtime,
ase expense of operation of Wm. Hobbs, Ltd. supplied or other equipment, loss of
ants or incidental or consequential damages of any kind. BUYER shall assume all
or and risk of any loss or damage to all equipment sold pursuant hereto from and
after de °eny to the earner. Misuse of equipment causing the flooding of the equipment vault shall not be considered under warranty
Returned equipment must be received prior to release of replacement part or no later than 30 days from issuance of conditional invoice
in order to be considered for full warranty. If damage is the result of defect(s) in material(s) and/or workmanship, the conditional invoice
will be cred ted
1
TO THE EXTENT PERMITTED BY LAW, THIS WARRANTY IS EXPRESSLY IN LIEU OF ANY OTHER IMPLIED
OR EXPRESSED WARRANTIES -OR REPRESENTATION BY ANY PERSON INCLUDING ANY IMPLIED
WARRANTY OE_MERCHANTABILITY OR FITNESS. THIS WARRANTY PROVIDES VALUABLE RIGHTS TO
_YOU. 001
DuraPlay, Inc.
Manufacturer's Specifications
General Specifications
Product DuraPlay Surfacing System
DESCRIPTION: Provide all materials, labor and equipment
necessary to install the Duraplay Surfacing System, a poured
in place safety surface designed for playgrounds and water
play areas.
COMPOSITION: Duraplay Surfacing System consists of
two layers.
A. Basemat made of 100% recycled styrene butadiene rubber (SBR) mixed with polyurethane.
B. Top Surface made of ethylene propylene diene monomer (EPDM) mixed with polyurethane
MATERIALS:
A. Duraplay Primer: A single -component moisture cured polyurethane primer.
B. Duraplay Binder: An elastic polyurethane pre -polymer MDI based, low odor, capable of excellent weath-
ering and binding characteristics. Binder shall contain no TDI Monomers.
C. Durplay Black SBR: Shall be recycled SBR Rubber
1. Shall be cryogenically processed
2. Shall be chopped to 1-3mm or 3/8" shredded granules and contain less than 4% dust.
3. Shall be packed in suitable bags to protect SBR from moisture,
4. Basemat thicknesses: 1 to 4 inches depending on playground equipment. Contact DuraPlay, Inc.
D. Duraplay EPDM Rubber: A manufactured rubber having a density of 1 to 3mm.
1. Available in red, beige, eggshell, yellow, grey, blue, green, black, purple, brown, orange, and light
blue
2. Available in any mixture of above colors.
3. Thickness is nominal 1/2" or 2.2 Ibs per square foot.
QUALITY ASSURANCE:
A. Qualifications
1. The Applicator/ Installer shall be trained and approved by Duraplay Inc.
2. All components of the Duraplay Surfacing System shall be obtained from Duraplay or its
authorized distributors. No substitutions or additions of other materials shall be submitted without
prior written permission from Duraplay, Inc.
3. Acceptable substrates for the Duraplay Playground System include asphalt, concrete and
compacted stone.
4. Other substrates shall be approved by Duraplay, Inc. prior to application.
5. Systems to be considered equal to those specified herein shall be approved by the Architect, in
writing, at least ten working days prior to the project bid date.
B. Delivery, Storage and Handling:
1. Deliver all materials in original unopened packages with labels intact.
2. Store all materials protected from weather and at temperature not less than 40° F (4°C).
Job Conditions*
1. Ambient air temperature shall be 40°F (4°C) or greater and rising at the time of installation of the
Duraplay System and shall remain at 40°F or greater for at least 3 days after application.
2. Adjacent materials and the Duraplay System shall be protected during installation while curing
and/or unattended from weather and other damage.
C.
TECHNICAL INFORMATION•
A. Applicable Standards
1. Shock attenuation under ASTM-F-1292 — GMAX Tess than 200
2. Head Injury Criteria — less than 1000
3. Non -slip charactenstics under ASTM-E-303
4. Flammability under 8S -5696 and ASTM-D-2859
5. Tensile strength (ASTM D412) - 60 psi
6. Tear resistance (ASTM D624) —140%
B. Chemical Properties
1. Basemat: 86% SBR Rubber Buffings, 14% Polyurethane Binder
2. Top Surface: 81 % EPDM Rubber Granules 19% Polyurethane Binder
INSTALLATION:
A. Inspection: Prior to application of DuraPlay Playground System, the substrates shall be examined for
compliance with the contract document of Duraplay specifications. The general contractor and architect
shall be advised of all discrepancies. Work shall not proceed until unsatisfactory conditions are corrected.
B. Duraplay Primer:
1. Apply primer by spray or short nap roller at the rate of 300 square feet per gallon. Do not over
saturate substrate. Prime area 1 1/2-2 feet around perimeter and any adjacent vertical barriers
such as playground equipment support legs, curbs or edging that will contact the surfacing
system. NOTE: Do not use Duraplay primer over compacted stone.
C. Duraplay Base Mat.
1. Apply mixed binder/SBR at desired thickness using a screed bar.
2. Using a steel pool trowel, even binder/SBR mixture. Be sure to continuously lubricate trowel with
kerosene diesel fuel or soapy water. Do not saturate surface with these lubricants.
3. As the mixture is leveled apply a downward pressure onto the surface so that the mixture
compacts tightly.
4. Check surface to be level.
5. Allow to dry for a minimum of 24 hours or until no indentations can be made by foot traffic.
D. Duraplay Top Surface:
1. Apply mixed binder/granule at desired thickness using a screed bar.
2 Using a steel pool trowel even rubber/granule mixture Be sure to continuously lubricate trowel
with kerosene, diesel fuel or soapy water.
3. As the mixture is leveled apply a downward pressure onto the surface so that the mixture
compacts tightly.
4. Check surface to be level.
5. Allow to cure for a minimum of 48 hours prior to usage. At the end of the minimum curing period,
verify that the top surface is sufficiently dry and firm to allow foot traffic and use without damage to
the surface. Do not allow foot traffic or use of the surface until tt is sufficiently cured.
E. Edge Detail: See DuraPlay brochure.
WARRANTY:
Our standard warranty period is 5 years from the date of completion for all 100% color jobs. All Jobs containing
black in the top course or jobs in water applications receive a standard 2 year warranty.
PROTECTION
It is the responsibility of the customer to provide security to protect the drying surface from footprints and
vandalism.
CLEANING AND MAINTENANCE:
DuraPlay Surfaces, like any flooring material, require periodic cleaning. The frequency of cleaning depends on the
intensity and type of traffic on the surface. DuraPlay Surfaces are self-sufficient; therefore, excessive cleaning is
needed only when outside contaminants are introduced. In some cases, dissolved salts in water ("hard water') or
the environment can cause a whitish film to develop on the DuraPlay Surface. If this occurs, immediate cleaning
is necessary to enhance the original colors of the surface.
The Cleaning Process:
For "whitish" film or mildew deposits, we recommend using Soft Scrub with Bleach to clean the surface. Initially
dilute the Soft Scrub at a proportion of 1 part cleanser to 2 parts water and mix well. Scrub the surface with a stiff -
bristled scrub brush. Rinse well with water. If the stains persist, repeat the process above with a 1 to 1 cleanser/
water ratio. For excessive residue, use the cleanser without diluting. Another method of cleaning is pressure
washing with a Tight spray nozzle (caution — heavy spray nozzles may damage surface).
If any questions arise, please do not hesitate to contact DuraPlay, inc. for technical assistance.
1818 Fitts Acres Road • Wlmbertey. Texas 78676 • 512.847.2473
With over 17 years of resurfacing pool decks, patios, driveways,
sidewalks, and other concrete surfaces, Bullion Coatings is the leader
in the business. Dale Bullion, owner of Bullion Coatings, says "We take
your pool from the 50's to the new Millennium." Concrete is repaired,
the walking surface around the pool becomes slip -resistant, at least
30% cooler than concrete or pea -gravel and is virtually maintenance
free. Plain concrete undergoes a metamorphosis when resurfaced with
Dale's acrylic coating. Brick, tile and slate patterns can be created for
a refreshed natural look.
Dale and his crews have supervised or installed literally millions of
square feet of coatings for homes all over the city, and country. His
commercial business is booming and Dale has completed work on
numerous apartments, hotels and building entrances. But the man
who surveys major hotels also takes pleasure in resurfacing backyard
patios. "That's why my name is on my business, not the product," says
Dale. "It's not so much what I do or where I do it, it's that the service
is good and that I stand behind it."
To beautify your pool deck, patio, driveway, or brighten your sidewalk
or any exterior concrete, Dale and thecrew at Bullion Coatings urge
you to "Go for the Gold!"
What is the guarantee?
SUNDEK has a unconditional guaranteed 2 years against defective
workmanship bond failure; i.e., including lifting, flaking, peeling and
chipping.
.ld.,play .yttain.
ilk)! ; Ohl aye ! np
Plat?/Y[1
All Play, Inc. proposes to furnish all labor supervision, materials, supplies, equipment,
tools and necessarily related insurance's normally required to deliver and install items
per the specification of this project:
Centennial Water Play Park in Centennial Park
All Play, Inc. is committed to providing services within the contracted time period
given with the highest standards placed on the safety of all equipment installed.
Every step will be taken to work closely with architects, inspectors and other interested
parties to insure all specifications and/or necessary changes are adhered to in a prompt
and efficient manner.
13903 Van Wall Houston, Texas 77040
(713) 939-9888 Fax: (713) 939-03-04
All
ayu np
et1Iri®ti
The number of employees working on this project will vary per site and on an "as needed" basis
The following is a list of management personnel, both field and office, dedicated to the project.
Kurt Futrell, President- 22 years in playground equipment systems sales
Mark Reynolds, Vice President/ Project Manager- 28 year's general construction
industry, and 19 years parks and playgrounds industry
John Duncan, Supervisor- 18 years general construction, 17 years parks and playgrounds.
Equipment Supplier:
H2O Fun
AWM. Hobbs, Ltd. Company
3786 bekalb Technology Pkwy
Atlanta, Georgia 30340
Subcontractor for this project:
Joe Cunningham Construction - 35 years in general construction industry
Joe Cunningham, Owner
6510 Ridgeway
Houston, Texas 77087
13903 Van Wall Houston, Texas 77040
(713) 939-9888 Fax: (713) 939-03-04
I I
t Id
13903 Van Wall Houston, Texas 77040
(713) 939-9888 Fax: (713) 939-03-04
Email: allplay@allplayinc.com Web Site www.allplayinc.com
Company Description & Qualifications
General Information:
Name of Company: All Play, Inc
Address: 13903 Van Wall Street
Houston, TX 77040
Phone: (713)939-9888
Fax: (713)939-0304
Years Experience in the Playground Equipment Industry: 16 Years
Type of Business: Corporation
State and Date of Incorporation: Texas, February, 1991
Years Representing PlayPower LT Farmington, Inc.: 11 Years
Manufacturing Firm: PlayPower LT Farmington, Inc.
One Iron Mountain Drive
Farmington, MO 63640
All Play, Inc.
Contact Information: Kurt Futrell, President
Mark Reynolds, Vice President
Qualifications:
P layPower LT Farmington, Inc is a division of Play Power,
a publicly held company. All Play, Inc. is the sole
d istributor of PlayPower LT Farmington, Inc. in this area.
Intention:
P layPower LT Farmington, Inc. is the only manufacturer that provides
$12,000,000.00 in product liability insurance and whose representative
agency, All Play, Inc. provides all general contracting and aspects of
installation/construction 'in house". Additionally, All Play, Inc.
stocks a good supply of replacement/repair parts at our local Houston
office which yields superior service and parts availability. The
unparalleled quality of PlayPower LT Farmington, Inc. equipment we
provide in addition to the total finished product we provide is
evidenced at all of our local references.
References
Districts
Alief .Independent School District
10 Projects
Fort Bend Independent School District
13 Projects
City Of Houston Parks
11 Parks
Houston Independent School District
32 Projects
Harris County
25 Projects
KB Homes
1.3. Projects
Great America
7 Projects
Conroe Independent School District
23 .Projects
Cypress Fairbanks Independent School District
9 Projects
Galena Park
13 Projects
Spring independent School District
5 Projects
Texas City Independent School District
4 Projects
•
Contacts:
Dwight Brannon
(281)498-8110
Errol Kramer
• (281)634-1803
Terry OBannion
(713)742-1417
Marcus Sheperd
(713)676-9272
John de Bassonnet
(713)775-5583
Gina Barnes
(281)668-3817
David Garret
(713)966-9911
Callie .Hudgins
(936)709-7884
Scott Ledoux
(281)897-4297
Dennis Kinser
(713)450-9100
Don Marshall
(281)587-3931
Jackie Johnson
(409)942-2885
*Individual locations available upon request*
A! I
ayInp
It111/N 1I
Past projects with water splash park equipment:
Rodeo Palms 2007 contact: Eric Unger
3300 Rodeo Drive telephone: 713-978-5900
Manvel, Texas 77539
Key Map 652-M
Sunset Ridge 2007 contact: Anuar Tager
14903 Carriage Park
Humble, Texas 77396
Key Map 376-U
Harris County:
Edna Mae Washington Park 2007 contact: Gilbert Smith
7613 Wade Road
Baytown, Texas 77521
Key Map 460-U
City of Houston:
Montie Beach Park 2007 contact : Trent Rondot
915 Northwood telephone: 713-942-8505
Houston, TX 77009
Key Map 453-X
13903 Van Wall Houston, Texas 77040
(713) 939-9888 Fax: (713) 939-03-04
comm.rtlid pity systortis
All
ayInp
WORK IN PROGRESS
City of Houston
Cliff Tuttle Skate Park
6200 Lyons
Houston, Texas 77020
Houston ISD
Deady Middle School SPARK Park
2500 Broadway
Houston, Texas 77012
Kashmere High School
6900 Wileyvale
Houston, Texas 77028
Harris County
Bane Park
9600 W. Little York Rd.
Houston, Texas 77040
Contract Amount $168,339.00
Est. Completion: January 2007
Contract Amount: $156,249.00
Est. Completion: February 2007
Contract Amount $68,407.00
Est. Completion: February 2007
Contract Amount: $458,439.00
Est. Completion: February 2007
13903 Van Wall Houston, Texas 77040
(713) 939-9888 Fax: (713) 939-03-04
ACORD CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
01/31/2008
PRODUCER (281)897-9393 FAX (281)897-8484
Alpha/Omega Insurance Services, Inc.
'11330 West Road
Houston, TX 77065
Marie Kenjura
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE
HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
NAIC #
INSURED All Play, Inc, All Play Unlimited LLC,
All Play Construction LLC
13903 Van Wall
Houston, TX 77040
INSURER A: Burlington Ins Co
INSURER B: American States Ins
(Safeco)
INSURERC: James River Ins Co
INSURERD: American Interstate Ins Co TX
INSURER E:
THE
POLICIES
OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID
CLAIMS.
INSRL
RC
TYPE OF INSURANCE
POLICY NUMBER
DATE EFFECTIVE(MID
POLICY
(MMIDDIYYIIN
LIMITS
.AUD
GENERAL LIABILITY
HGL0016712
08/24/2007
08/24/2008
EACH OCCURRENCE
$
1,000,000
X
COMMERCIAL GENERAL LIABILITY
DAMAGE TO RENTED
PREMISES 4Fa ocrurence)
$
100 000
r
CLAIMS MADE
X
OCCUR
MED EXP (Any one person)
$ 5,000
A
X
Blanket
AI/WOS
PERSONAL & ADV INJURY
$
1,000,000
X
Primary/NonCont
ri
b
GENERAL AGGREGATE
$ 2,000,000
GEN'L
AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP/OP AGG
$ 2,000,000
X
POLICY
PRO-
JECT
LOC
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT
$
X
ANY AUTO
01CG960765-3
12/31/2007
12/31/2008
(Ea accident)
1,000,000
ALL OWNED AUTOS
BODILY INJURY
$
SCHEDULED AUTOS
(Per person)
B
HIRED AUTOS
BODILY INJURY
NON -OWNED AUTOS
(Per accident)
PROPERTY DAMAGE
$
X
Blanket
AI/WOS
(Per accident)
N/A
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT
$
ANY AUTO
OTHER THAN EA ACC
$
AUTO ONLY: AGG
$
EXCESS/UMBRELLA LIABILITY
EACH OCCURRENCE
$ 2,000,000
X
OCCUR
CLAIMS MADE
00026557
08/24/2007
08/24/2008
AGGREGATE
$ 2,000,000
C
$
DEDUCTIBLE
$
RETENTION $
$
WORKERS
COMPENSATION AND
AVWCTX1559822007
12/31/2007
12/31/2008
X
WC
TORY
STATU-
1 IMITS
OTH-
FR
EMPLOYERS' LIABILITY
E.L. EACH ACCIDENT
$
1,000,000
D
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
E.L. DISEASE - EA EMPLOYEE
$
1,000,000
It yes, describe under
SPECIAL PROVISIONS below
BLANKET
WAIVERS
E.L.DISEASE - POLICY LIMIT
$
1,000,000
aALLATION
FLOATER
25CCO27681-3
$150,000
LIMIT
B
12/31/2007
12/31/2008
DESCRIPTION
Re:
Certificate
,nth
OF OPERATIONS
Centennail
a Waiver
holder
of
1 LOCATIONS
Water
Subrogation
is
1 VEHICLES
Play
named
Park
as
in
I EXCLUSIONS
Additional
favor
Proposal
ADDED
on
the
Insured
BY ENDORSEMENT
No.
General
1208-09
with
1 SPECIAL
Libility,
respects
PROVISIONS
to the
Auto
&
General
Workers
Liability
Comp.
and
Auto
CERTIFICATE HOLDER
CANCELLATION
City of Pearland
3519 Liberty Dr
Pearland, TX 77581
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL
30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
Gary Norris
ACORD 25 (2001/08)
ACORD CORPORATION 1988
11
•
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s) authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
ACORD 25 (2001/08)
CITY OF PEARLAND
STANDARD FORM OF AGREEMENT
Section 00500
STANDARD FORM OF AGREEMENT
THIS AGREEMENT is by and between City of Pearland (hereinafter called OWNER or City) and
All Plav Inc. (hereinafter called CONTRACTOR).
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
Article 1. WORK
CONTRACTOR shall complete allwork
°hereinafpercthed`Work"),indicated
The Wok is generally
inferable from the Contract Document
described as follows:
Centennial Water Play Park
in Centennial Park
City of Pearland, Texas
COP PN: PK0701
PROPOSAL NO. 1208-09
Article 2. ENGINEER
The Wotk has been designed by Ion Design Group LLC, 2800 Henderson Avenue,
Studio 100, Dallas Texas 75206, (214) 370-3470, Mr. Jeffrey H. Cohen, P.E., who is
hereinafter called ENGINEER and who is to assume all duties and responsibilities and
have the rights and authority assigned to ENGINEER in the Contract Documents in
connection with completion of the Work in accordance with the Contract Documents.
Article 3. CONTRACT TIME
3.1 The Work will be Substantially Complete (as defined in Article 1 of the General
Conditions) within sixty (60) calendar days (including weekends and holidays)
from the date when the Contract Time commences to run as provided in paragraph
5.01 of the General Conditions (as revised in the Special Conditions if applicable),
and completed and ready for Final Payment within seventy five (75) calendar days
from the date when the Contract Time commences to run. No work will be allowed
on Sundays.
s of
3.2 Liquidated Damages. OWNER at andCONTRACTOR
Rwill srOiffer financial loss if thetWo Work s
e
essence of this Agreement andata ra h g p 3.1 above, plus any
completed within the times specified in p
extensions thereof allowed in accordance with Article 5 of the General Conditions.
OWNER and CONTRACTOR also recognize the delays, expense, and difficulties
involved in proving in a legal or arbitration preceding the actual Toss suffered by
OWNER if the Work is not RotaPaet d on time. CONTRACTOR Accordingly agrethat insteadoffliq�idated
any such proof, OWNS
00500 - I of 7
07/2006
CITY OF PEARLAND
damages for delay (but not as a penalty)
ONTRA that Oe R shallires pay OWNER
two hundred fifty dollars ($ 250 ) foreach
e
specified in paragraph 3.1 for Substantial Completion until the Work is
substantially complete. After Substantial Completion,
r apningnWo� within the time
R
shall neglect, refuse or fail to complete er extens►on
set out in the Certificate of Substantial Completion or any propOWNER
thereof panted by OWNER, CONTRACTOR shall pay
three hundred fifty dollars ($ 350 ) for each day that expires after the time
specified in the Certificate of Substantial Completion for completion and readiness
for Final Payment.
ion
nnel are from
3.3 Inspection Time. Working hours for 7h Fre iday, excluding gtCity approoved holidays.
7:30 a m. to 4:30 p.m., Monday through y
The Contractor shall notify the OWNER
of any required
wageseforothe required City
vertime work
at least 48 hours in advance and shallpay
inspections.
Article 4. CONTRACT PRICE
4.1 OWNER shall pay CONTRACTOR
in for rcupirrentnof fi ndsthe
$ 14OOy 0•�0 s(the
accordance with the Contract Documents
"Contract Price").
The Contract Price includes the Base Purchase Price, as accepted by OWNER and
as shown in Document 00300 - Proposal Form.
Article 5. PAYMENT PROCEDURES
on 6.0
CONTRACTOR shall submit Applications
Condat ons.t Applicatiion for Paymentin accorance with ►will be
"Measurement and Payment" of the General
processed by ENGINEER as provided in the General Conditions.
he
5.1 Progress Payments. OWNER shallicat onn forcPaymentt as
Contract Price on the basis of CONTRACTOR'S Appl
recommended by ENGINEER as provided below. All progress payments will be
on the basis of the progress of the Work and actual quantity of Work completed, in
accordance with Article 6 "Measurement and Payment" of the General Conditions.
5.1.1 Prior to Substantial Completion, progress payments will be made in an
amount equal to the percentage or actual quantity of Work complete, but, in
each case Tess the aggregate of payments p►eviously made and Tess such
amounts as ENGINEER shall determine, or OWNER may withhold, in
accordance with the General Conditions. The OWNER shall make payment
within 30 days of receipt of application for payment by the ENGINEER.
5.1.2 Each progress payment shall be Tess retainage as specified in Paragraph 6.06
of the General Conditions, and further Tess all previous payments and all
further sums that may bioodretained
howebery the
thatOincEase the whothe
le workterms
be near
Agreement. It is understood, 00500 - 2 of 7
07/2006
STANDARD FORM OF AGREEMENT
CITY OF PEARLAND
STANDARD FORM OF AGREEMENT
n
to completion and some unexpected
CONTRACTOR, dthe y OWNER occurs an►aytupo�
fault or neglect on the part of the
written recommendation of the ENGINEER pay a reasonable and equitable
portion of the retained percentage to the CONTRACTOR, or the
CONTRACTOR at the OWNER'S option, ► on bee 1CONTRACTOR7ation shall
to fully complete the Work and, thereupon, onlyto
receive payment of the balance due him under the contract subject
the conditions stated under "Final Payment."
rdance
5.2 Final Payment. Upon final compleacceptance
OWNER hall pay the rema�nder of
with paragraph 6.08 of the General Conditions,
the Contract Price as recommended by ENGINEER as provided in said paragraph
6.08.
Article 6. INTEREST
sha
Interest on any overdue payment froma OWNER 1 of thto eTexasGovernment Code as
e paid in
accordance with the provisions of Chapter
amended.
Article 7. CONTRACTOR'S REPRESENTATIONS
In order to induce OWNER to enter into this Agreement CONTRACTOR makes the
following representations:
7,1 CONTRACTOR has familiarizedhimself alllocal conditionre and extent of s and Laws and Regulat ons
Contract
Documents, Work, site, locality,
that in any manner may affect cost, progress, performance, or furnishing of the
Work.
orts
7.2 CONTRACTOR has studied carefullyall
subsurface conditions
lfble surveys,
assessments,
and drawings of
explorations, investigations, and tests
physical conditions of the site. Such technical reports and drawings are not
Contract Documents, and Owpo whether or not theyer makes no reresentations or arecomplete,
as to the
accuracy of such documents orinformation, or
comprehensive, or all-inclusive.
7.3 CONTRACTOR has obtained and carefully studied (or assumes
sumensresponsibgat ility for
obtaining and carefully studying) all such exam
explorations, tests, reports, and studies (in addition to or to supplement those
referred to in paragraphs 7.2 above) which pertain to the subsurface or physical
conditions at or contiguous to the site or otherwise may affect the cost. progress,
performance or furnishing of the Work ,and CONTRACTOR
all furnish
in the assurorkat the the riskontract f
such subsurface and physical conditions, and
Price, within the Contract Time and in accordance with the other terms and
conditions of the Contract Documents; and no additional examinations
investigations explorations, tests reports, and studies or similar information or data
are or will be required by CONTRACTOR for such purposes.
00500 - 3 of 7
07/2006
CITY OF PEARLAND
and data
7,4 CONTRACTOR has reviewed end checked
reapect to all existing underground facilities
lines
wn or
indicated on the Contract do
at or contiguous to the site and assumes additional es�d responsibility
examinations biliaccurate location
f
said underground facilities. Nt of
explorations tests reports studies obc►►� ►lajiredobyaCONTRACTORor data in S�►eCo derato
id
underground facilities are or will q
uperform and finish the Work at the Contract Price, within the Contract Time and in
accordance with the other terms and conditions of the Contract Documents.
7,5 CONTRACTOR has correlated the resultsortsand studies with the teens and co►ndit ons
investigations, explorations, tests p
of the Contract Documents.
icts, errors
r
7,6 CONTRACTOR has given
Documents of which Cowritten ►ce of ntractorlknewflor should have
discrepancies in the Contract
known, and CONTRACTOR shall perform the Work at the Contract Price, within
the Contract Time and in accordance with
resoluthon of any suer terms ch cooafli�t, ens oor f fe
or
Contract Documents, including any
discrepancy by ENGINEER.
CONTRACT DOCUMENTS
comprise the entire agreement between OWNER and
Work, consist of the following, each of which are
Article 8.
The Conti act Documents, which
CONTRACTOR concerning the
incorporated herein by reference:
8.1 Standard Form of Agreement (Section 00500).
8.2 Performance, Payment Maintenance and/or
d/00o Surface Correction ( if required) Bonds
(Sections 00610, 00611, 00612, and/or
3).
achment
1
8,3 General Conditions of Agreement n(Section
AtO), tachmenarng No.A2t Agreementofor
Workers' Compensation Insurance
Final Payment and Contractor's Sworn Release, and Attachment No. 3 Owner's
Insurance Requirements of Contractor.
8.4 Special Conditions of Agreement (Section 00800).
8.5 Exhibits E1.01 and E1.02 attached
title: of fn fWork
al (Section
r Play Park. 00), with
each exhibit bearing the following g
8.6 Request for Proposals and CONTRACTOR'S Proposal Form, including any
Addenda referenced therein.
8.7 Technical Specifications for the Work.
8.8 The following, which may be delivered or issued after this Agreement becomes
effective: Any Change Orders or other documents amending, modifying, or
supplementing the Contract Documents in accordance with the General Conditi0500 ons.
of 7
ns.
STANDARD FORM OF AGREEMENT
07/2006
CITY OF PEARLAND
STANDARD FORM OF AGREEMENT
cle 8.
The
There are no Contract Documents other anod fiedn those lored above in this suppl�nented as pro►vided in the
Contract Documents may only be amended,
General Conditions.
Article 9. MISCELLANEOUS
9.1 Terms used in this Agreement which are
Interpretations" of the General Conditions
General Conditions.
defined in Section 1, "Definitions and
will have the meanings indicated in the
9.2 No assignment by a party hereto of any rights under or interests in the Contract
Documents will be binding on another party hereto without the written consent of
the party sought to be bound; and specifically but without limitation moneys that
may become due and moneys that are due may not be assigned without such
consent (except to the extent that the effect of this restriction may be limited by
law), g anand unless
assignment specifically
willrelease ted to o ed discharge the assignorwritten
from any duty or
assignment, no
responsibility under the Contract Documents.
9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns
and legal representative to the other party hereto, its partners, successors, assigns
and legal representatives in respect of all covenants, agreements and obligations
contained in the Contract Documents.
9.4 CONTRACTOR agrees to warranty the Work for a period of one (1) year fiom
Substantial Completion against defects in materials and workmanship.
CONTRACTOR agrees to repair or replace any defective work within this warranty
period in an expeditious manner at no additional cost to OWNER.
9.5 The Work will be completed according to the Contract Documents and in
accordance with codes, ordinances, and construction standards ofthe
CCity
yntaf
Pearland, and all applicable laws, codes and regulations of governmental
authorities.
9.6 In the event any notice period required under the Contract Documents is found to
be shorter than any minimum period prescribed by applicable law, the notice period
required shall be construed to be the minimum period prescribed by applicable law.
9.7 This Contract and the Contract Documents, insofar as they relate in any part or in
any way to the Work undertaken therein, constitute the entire agreement between
the parties hereto, and it is expressly understood and agreed that there are no
agreements or promises by and between said parties, except as aforesaid, and that
any additions thereto or changes shall be in writing.
9.8 The provisions of this Contract shall be applied and interpreted in a manner
consistent with each other so as to carry out the purposes and the intent of the
parties, but if for any reason any provision is unenforceable or invalid, such
provisions shall be deemed severed from this Contract and the remaining
00500 - 5 of 7
07/2006
CITY OF PEARLAND
provisions shall be carried out with the same force and effect as if the severed
provision had not been part of this Contract.
9.9 The headings of the paragraphs are included solely for the convenience of reference
and if there is any conflict between the headings and the text of this Contract, the
Contract text shall control.
9.10 The waiver of any breach hereof shall not constitute a waiver of any subsequent
breach of the same or any other provision hereof. Failure by the OWNER in any
instance to insist upon observance or performance by CONTRACTOR shall not be
deemed a waiver by CONTRACTOR of any such observance or performance. No
waiver will be binding upon OWNER unless in writing and then will be for the
particular instance only. Payinent efault will not be deemed ed a waiveWNER to r ofRr ch breach R �olr
knowledge of any breach or d
default or any other breach or default.
9.11 The CONTRACTOR acknowledges that the OWNER (through its employee
handbook) considers the following to be misconduct that is grounds for termination
of an employee of the OWNER: Any fraud, forgery, misappropriation of finds,
receiving payment for services not pei formed or for hours not worked, mishandling
or untruthful reporting of money transactions, destruction of assets, embezzlement,
accepting materials of value from vendors, or consultants, and/or collecting
reimbursement of expenses made for the benefit of the OWNER. The
CONTRACTOR agrees that it will not, directly or indirectly; cause an employee of
the OWNER to engage in such misconduct.
07/2006
STANDARD FORM OF AGREEMENT
00500 - 6 of 7
CITY OF PEARLAND
ACTOR have signed this Agreement in
IN WITNESS WHEREOF, OWNER and CONTRACTOR each has been delivered to OWNER and one to
duplicate. One counterpart
CONTRACTOR.
attestation byauthorized representatives of
This Agreement will be effective upon execution and
the following date: February 11 , 2008 .
the City of Pear land and upon g
OWNER:
CITY OF PEARLAND
ae
r
er
h icroc2
r i
• !r/`
It/
i/`1�',``,
�/«ail{fit �y fit`
ATTEST
Address giving notices
3519 Liberty Drive
Pearland, TX 77581
Phone: 281.652.1600
Fax: 281.652.1706
07/2006
STA
NDARD FORM OF AGREEMENT
CONTRACTOR:
q, Pla In . Id4
a7
By: Kurt utre
Title: 'resident
Date: February 11, 2008
(Corporate Seal)
ATTESTvt,
f
Address for giving notices
13903 Van Wall Street
Houston TX 77040
Phone: 713.939.9888
Fax: 713.939.0304
Agent for service of process:
Steven J. Knight 713-654-9603
1200 Smith Street, Suite #1400
Houston, Texas 77002
END OF SECTION
00500 - 7 of 7
Bond #5012518
CITY OF PEARLAND PERFORMANCE BOND
Section 00610
PERFORMANCE BOND
STATE OF TEXAS §
COUNTY OF BRAZORIA §
KNOW ALL MEN BY THESE PRESENTS: That All Play, Inc. of the C►ty
of Houston , County of Harris and State of Texas as principal, and
SureTec Insurance Company authorized t►nder the laws of the State of Texas to act
as surety on bonds for principals, are held and firmly bound unto City of' Pearland as Obligee
(Owner), in the penal sum of $ 140,000.00 for the payment whereof, the said Principal and
Surety bind themselves, and their heirs, administrators, executors successors, and assigns, jointly
and severally by these presents:
WHEREAS, the Principal has entered into a certain written contract with the Owner, effective as
of the 1 I th day of February , 2008 , (the "Contract") to commence and complete the
construction of certain improvements described as follows:
Centennial Water Play Park
►n Centennial Park
City of Pearland Texas
COP PN: PK0701
PROPOSAL NO. 1208-09
which Contract, including the Contract Documents as defined therein, is hereby referred to and
made a part hereof as Cully and to the same extent as if copied at length herein.
NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said
Principal shall faithfully perform said Contract Work and shall in all respects duly and faithfully
observe and perform all and singular the covenants, conditions, and agreements in and by said
Contract agreed and covenanted by the Principal to be observed and performed, and according to
the true intent and meaning of said Contract and Contract Documents, then this obligation shall be
void; otherwise to remain ►n full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253
of the Texas Government Code as amended and all liabilities on this bond shall be determined in
accordance with the provisions of said Statute to the saint, extent as if it were copied at length
herein.
Surety, for value received, stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the contract, or to the Work performed thereunder, or the plans,
specifications or drawings accompanying the same, shall in any way affect its obligation on this
bond and it does hereby waive notice of any such change, extension of time, alteration or addition
to the terms of the Contract, or to the Work to be performed thereunder.
07/2006
00610-1of2
CITY OF PEA RLA ND
PERFORMANCE BOND
1N WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument
this .11th day of February , 2008 .
Principal:
Address:
13903 Van Wall Street
Houston, TX 77040
Telephone: 713.939.9888
Fax: 713.939.0304
Surety:
SureTec Insurance Company
By: C f
Tale:C.A. McClure, Attorney in Fact
Address:
952 Echo Lane, Ste. 450
Houston, TX 77024
Telephone: 713-812-0800
Fax:
713-812-0406
NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE
OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM TIIE TEXAS
DEPARTMENT OF INSURANCE BY CALLING ITS TOLL -FREE TELEPHONE
NUMBER; h800-252-3439.
END OF SECTION
07/2006
00610-2of2
CITY OF PEARLAND
Bond #5012518
STATE OF TEXAS
COUNTY OF BRAZORIA §
Section 00611
PAYMENT BOND
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: That All Play, Inc. of the City
of Houston , County of Harris and State of Texas as principal, and
SureTec Insurance Company authorized under the laws of the State of Texas to act
as surety on bonds for principals, are held and firmly bound unto City of Pearland as Obligee
(Owner), in the penal sum of $ 140,000.00 for the payment whereof, the said Principal and
Surety bind themselves, and their heirs, administrators, executors successors, and assigns, jointly
assigns jointly and severally, by these presents:
WHEREAS, the Principal has entered into a certain written contract with the Owner, effective as
of the I 1 th day of February 2008 , (the "Contract") to commence and complete the
construction of certain improvements described as follows:
Centennial Water Play Park
in Centennial Park
City of Pearland Texas
COP PN: PK0701
PROPOSAL NO. 1208-09
which Contract, including the Contract Documents as defined therein, is hereby referred to and
made a part hereof as fully and to the same extent as if copied at length herein.
NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said
Principal shall pay all claimants supplying labor or material to him or a subcontractor in the
prosecution of the Work provided form said Contract, then, this obligation shall be void;
otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253
of the Texas Government Code as amended and all liabilities on this bond shall be determined in
accordance with the provisions of said Statute to the same extent as if it were copied at length
herein.
Surety, for value received, stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the contract, or to the Work performed thereunder, or the plans,
specifications, or drawings accompanying the same, shall in any way affect its obligation on this
bond, and it does hereby waive notice of any such change extension of time, alteration or addition
to the terms of the Contract, or to the Work to be performed thereunder.
07/2006
00611-1of2
CITY OF J' JARLAND PAYMENT BOND
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument
this 11th day of February , 2008 .
Principal: Surety:
SureTec Insurance Company
11 .y, Inc.
By:
By:
r "tle: r' Title: C.A. McClure, Attorney in Fact
Address:
13903 Van Wall Street
1 louston, TX 77040
Telephone: 713.939.9888
Fax: 713,939.0304
Address:
952 Echo Lane, Ste. 450
Houston, TX 77024
Telephone: 713-812-0800
Fax: 713-812-0406
NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICI-I ANY NOTICE
OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS
DEPARTMENT OF INSURANCE BY CALLING ITS TOLL -FREE TELEPHONE
NUMBER; 1-800-252-3439.
END OF SECTION
07/2006
0061 1 - 2 of 2
CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND
Section 00612
Bond #5012518-001
ONE-YEAR MAINTENANCE BOND
STATE OF TEXAS §
COUNTY OF BRAZORIA §
KNOW ALL MEN BY THESE PRESENTS: That All Play, Inc. of the City
of l-louston , County of Harris and State of Texas as principal, and
SureTec Insurance Company authorized under the laws of the State of Texas to act
as surety on bonds for principals are held and firmly bound unto City of Peariand as Obligee
(Owner), in the penal sum of $ 140,000.00 for the payment whereof, the said Principal and
Surety bind themselves, and their heirs, administrators, executors successors, and assigns, jointly
assigns jointly and severally, by these presents:
WHEREAS the Principal has entered into a certain written contract with the Owner, effective as
of the l l th day of February 2008 , (the "Contract") to commence and complete the
construction of certain improvements described as follows:
Centennial Water Play Park
in Centennial Park
City of Pearland Texas
COP PN: PK0701
PROPOSAL NO. 1208-09
which Contract is hereby referred to and made a part hereof as fully and to the same extent as if
copied at length herein.
NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said
Principal shall faithfully correct all such work not in accordance with the Contract Documents
discovered within the one-year period from the date of substantial completion, then this obligation
shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253
of the Texas Government Code as amended and all liabilities on this bond shall be determined in
accordance with the provisions of said Statute to the same extent as if it were copied at length
herein.
Surety, for value received, stipulates and agrees that no change, extension of time, alteration or
addition to the terms of' the contract, or to the work performed thereunder, or the plans,
specifications or drawings accompanying the same, shall in any way affect its obligation on this
bond and it does hereby waive notice of any such change extension of time, alteration or addition
to tin. terms of the contract, or to the work to be performed thereunder.
00612 - 1 of 2
07/2006
CITY OF PEARLAND
ONE-YEAR MAINTENANCE BOND
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument
this 11th day of February , 2008 .
Principal: Surety:
SureTec Insurance Company
By: �.
Title: C.A. McClure, Attorney in Fact
Address: Address:
952 Echo Lane, Ste. 450
13903 Van Wall Street
Houston, TX 77040
Telephone: 713.939.9888
Houston, TX 77024
Telephone: 713 812-0800
Fax:
713.939.0304 Fax: 713-812-0406
NOTICE: THE ADDRESS OF THE SURETY COMPANY TO Wil ICH ANY NOTICE
OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS
DEPARTMENT OF INSURANCE BY CALLING ITS TOLL -FREE TELEPHONE
NUMBER; 1-800-252-3439.
END OF SECTION
07/2006
00612 - 2 of 2
CITY OF PEARLAND ONE-YEAR SURFACE CORRECTION BOND
Bond #5012518-002
ONE-YEAR SURFACE CORRECTION BOND
STATE OF TEXAS §
COUNTY OF BRAZORIA §
Section 00613
KNOW ALL MEN BY THESE PRESENTS: That All Play, Inc. of the City
of Houston , County of I larris and State of Texas as principal, and
SureTec Insurance Company authorized under the laws of the State of Texas to act
as surety on bonds foi principals, are held and firmly bound unto City of Pearland as Obligee
(Owner), in the penal sum of $ 5 600.00 , the total being equal to four percent (4%) of the total
Contract Amount, for the payment whereof, the said Principal and Surety bind themselves, and
their heirs, administrators executors successors, and assigns, jointly and severally, by these
presents:
WHEREAS, the Principal has entered
of the I l th day of February
improvements described as follows:
into a certain written contract with the Owner, effective as
, 2008 , (the "Contract") to commence and complete the
Centennial Water Play Park
in Centennial Park
City of Pe trland Texas
COP PN: PK0701
PROPOSAL NO. 1208-09
which contract is hereby referred to and made a part hereof as fully and to the same extent as if
copied at length herein.
NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said
Principal shall repair, replace, restore, and correct surface work associated with construction
operations located within the City of Pearland rights -of -way determined not in accordance with
the Contract Documents or City of Pearland Standard requirements discovered within one year
from the date of substantial completion, then this obligation shall become null and void, and shall
be of no further force and effect; otherwise, the same is to remain in full three and effect.
Notices required or permitted hereunder shall be in writing and shall be deemed delivered when
actually received or, if earlier, on the third day following deposit in a United States Postal Service
post office or receptacle, with proper postage affixed (certified mail, return receipt requested)
addressed to the respective other party at the address prescribed in the, Contract Documents, or at
such other address as the receiving party may hereafter prescribe by written notice to the sending
party.
07/2006
00613 - 1 of2
CITY OF PEA BLAND
ONE-YEAR SURFACE CORRECTION BOND
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument
this nth_ _ day of February , 2008 .
Principal:
AII1
By:
Title:t ,s ■ / ' r
Address:
nc
13903 Van Wall Street
Houston, TX 77040
Telephone: 713.939.9888
Fax: 713.939.0304
Surety:
SureTec Insurance Company
By: ask
Title: C.A. McClure, Attorney in Fact
Address:
952 Echo Lane, Ste. 450
Houston, TX 77024
Telephone: 713e-812-0800
Fax: 713=812-0406
NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE
OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS
DEPARTMENT OF INSURANCE BY CALLING ITS TOLL -FREE TELEPHONE
NUMBER; 1 %800-252-3439.
END OF SECTION
07/2006
00613-2of2
POA il: 4221062
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents
make, constitute and appoint
C. A. McClure, Kelly J. Brooks, Kenneth L. Meyer
of Houston, Texas its true and lawful Attomey(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to
execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to
include waivers to the conditions of contracts and consents of surety, providing the bond penalty does not exceed
Five Million and no/100 Dollars ($5,000,000.00)
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorneys) -in -Fact may do in the
premises. Said appointment shall continue in force until 12/31/09 and is made under and by authority of the following
resolutions of the Board of Directors of the SureTec Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys) -in -Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Attorney -in -Fact may he given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 206 of April,
1999.)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal
to be hereto affixed this 20th day of June, A.D, 2005.
State of Texas
County of Harris
Ss:
By:e
URETEC INS Pia CE COMPANY
ow A
ot
Bill King
r
On this 20th day of June, A.D. 2005 before me personally came Bill King, to me known, who, being by me duly sworn, did depose and say, that he
resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and, which executed the above
instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the
Board of Directors of said Company; and that he signed his name thereto by like order.
Michelle Denny
Notary Public
Slate of Texas
My Commission Expires
August 27, 2008
Michelle Denny, Notary Pubric
My commission expires August 27, 2008
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
of a Power of Attorney, executed by said Company, which is still in frill force and effect; and furthermore, the resolutions of the Board of Directors, set
out in the Power of Attorney are in full force and effect.
Given under my hand and the seal of said Company at Houston, Texas this
11t
of 20 February 0, 8
�ay , A.D.
M. Brent Beaty, Assistant Se retry
Any instrument issued in excess of the penalty stated above is totally void and without any validity.
For verification of the authority of this power you may call (713) 812-0800 any business day between 8:00 am and 5:00 pm CST.
SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION
Statutory Complaint Notice
To obtain information or make a complaint: You may call the Surety's toll free telephone
number for information or to make a complaint at: 1-866-732-0099. You may also write to the
Surety at:
SureTec Insurance Company
5000 Plaza on the Lake, Suite 290
Austin, TX 78746
You may contact the Texas Department of Insurance to obtain information on companies,
coverage, rights or complaints at 1-800-252-3439. You may write the Texas Department of
Insurance at
PO Box 149104
Austin, TX 78714-9104
Fax#: 512-475-1771
PREMIUM OR CLAIM DISPUTES' Should you have a dispute concerning your premium or
about a claim, you should contact the Surety first. If the dispute is not resolved, you may
contact the Texas Department of Insurance.
Terrorism Risks Exclusion
The Bond to which this Rider is attached does not provide coverage for, and the surety shall
not be liable for, losses caused by acts of terrorism, riot, civil insurrection, or acts of war.
Exclusion of Liability for
Mold, Mycotoxins, Fungi & Environmental Hazards
The Bond to which this Rider is attached does not provide coverage for, and the surety
thereon shall not be liable for, molds, living or dead fungi, bacteria allergens, histamines,
spores, hyphae, or mycotoxins or their related products or parts, nor for any environmental
hazards bio-hazards, hazardous materials, environmental spills, contamination or cleanup,
nor the remediation thereof, nor the consequences to persons, property, or the performance
of the bonded obligations, of the occurrence, existence, or appearance thereof.
Texas Rider 010106
1
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
Section 00700
GENERAL CONDITIONS OF AGREEMENT
Pale
TABLE OF CONTENTS No.
1.0 DEFINITIONS AND INTERPRETATIONS
1.01 Owner, Contractor and Engineer
1.02 Contract Documents
1.03 Subcontractor
1.04 Written Notice
1.05 Work
1.06 Extra Work
1.07 Work Day
1.07-1 Rain Day
1.07-2 Weather Day
1.08 Calendar Day
1.09 Substantially Completed
1.10 interpretation of Words and Phrases
1.1 1 Referenced Standards
1.12 Contract 'Time
2.0 RIGHTS AND RESPONSIBILITIES OF THE OWNER
2.01 Adequacy of Design
2.02 Right of Entry
2.03 Ownership of Drawings
2.04 Changes and Alterations
2.05 Damages
07/2006
1
1
1
2
2
2
2
2
3
3
3
3
3
00700 - i
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER
5
5
3.01 Owner -Engineer Relationship
3.02 Keeping of Plans and Specifications Accessible
6
6
3.03 Preliminary Approval
6
3.04 inspection by Engineer
3.05 Determination of Questions and Disputes
7
7
3.06 Recommendation of Payment
4.0 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR
7
7
4.01 Independent Contractor
8
4.02 Contractor's Understanding
8
4.03 Laws and Ordinances
9
4.04 Assignment and Subletting
4.05 Performance and Payment Bonds
9
9
4.06 Insurance
9
4.07 Permits and Fees
9
4.08 Texas State Sales Tax
4.09 Contractor's Duty and Superintendence
9
10
4.10 Character of Workers
4.11 Labor, Equipment, Materials, Construction Plant and Buildings
10
10
4.12 Sanitation
11
4.13 Cleaning and Maintenance
11
4.14 Performance of Work
4,15 Right of Owner to Accelerate the Work
II
00700 -
07/2006
CITY OF PEARLAND
11
4.16 Layout of Work
11
4.17 Shop Drawings
4.18 Engineer -Contractor Relationship; Observations
12
12
4.19 Observation and Testing
13
4.20 Defects and Their Remedies
13
4.21 Liability for Proper Performance
4.22 Protection Against Accident To Employees and the Public
14
14
4.23 Protection of Adjoining Property
4.24 Protection against Claims of Subcontractors, Laborers, Materialmen, 15
and Furnishers of Machinery and Supplies
4.25 Protection Against Royalties or Patented Invention
15
15
4.26 Indemnification
17
4.27 Losses From Natural Causes
17
4.28 Guarantee
17
5.0 PROSECUTION AND PROGRESS
17
5.01 Time and Order of Completion
18
5.02 Extension of Time
18
5.03 Hindrances and Delays
19
5.04 Suspension of Work
19
5.05 Liquidated Damages for Delay
19
5.06 Change of Contract Time
5.07 Delays Beyond Owner's and Contractor's Control
20
20
6.0 MEASUREMENT AND PAYMENT
20
6.01 Discrepancies and Omissions
20
6.02 Quantities and Measurements
00700
07/2006
GENERAL CONDITIONS OF AGREEMENT
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
20
6.03 Estimated Quantities
21
6.04 Price of Work
21
6.05 Payments
21
6.06 Partial Payments
22
6.07 Use of Completed Portions & Punchlist
23
6.08 Substantial Completion
23
6.09 Final Payment
24
6.10 Correction of Work Before Final Payment
25
6.11 Correction of Work After Final Payment
25
6.12 Payments Withheld
26
6.13 Delayed Payments
26
7.0 EXTRA WORK AND CLAIMS
26
7.01 Change Orders
26
7.02 Minor Changes
26
7.03 Extra Work
28
7.04 Time of Filing Claims
28
8.0 DEFAULT
28
8.01 Default by Contractor
30
8.02 Supplementation of Contractor Forces
8.03 Cumulative Remedies & Specific Performance
30
31
8.04 Cross -Default
31
8.05 Insolvency
31
8.06 Contingent Assignment
32
8.07 Waiver of Consequential Damages
00700 - iv
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
32
8.08 Termination for Convenience
32
8.09 Default by Owner
33
9.0 DISPUTE RESOLUTION
ATTACHMENT NO. 1: WORKERS' COMPENSATION INSURANCE COVERAGE
Al
ATTACHMENT NO. 2: AGREEMENT FOR FINAL PAYMENT AND CONTRACTOR'S Q 1
SWORN RELEASE
ATTACHMENT NO. 3: OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR CI
07/2006
00700 - v
CITY OF PEARLAND
GENERAL CONDITIONS OF AGREEMENT
Section 00700
GENERAL CONDITIONS OF AGREEMENT
1.0 DEFINITIONS AND INTERPRETATIONS
1.01 OWNER,
CONTRACTOR AND ENGINEER. The OWNER, the
CONTRACTOR and the ENGINEER are thosethese General Condrtioions ns shallnteferdto thesuch
Eng Weer
Agreement. The term ENGINEER as used
or Architect identified in the Agreement, as applicable, and means a person authorized to act as a
sional
representative of the entity designated by the OWNER s Contract pThesOwnerss representative on
ervices requited in
connection with the preparation and performance of thi
the project site shall be the Construction Manager or Engineer as designated. The Owner's
Ms. Cara Nesby, located at City of Pearland, City Hall, 3519 Liberty Drive, Pearlan ,
Representative is:
Texas 77581, (281) 652-1642.
1.02 CONTRACT DOCUMENTS. The Contract Documents
shall consist
which documents,
the
documents identified in Article 8 of the Standard Form of
excluding the Plans and such documents as hallbbe bound delivered
togetherissued ain s pto ece EfMan�ual ve Dforethe
of
the Agreement, as referenced in Article 8,
Work. All references to the "Contract" or the "Agreement" in these General Conditions of
Agreement shall include the Contract Documents.
by one
ll
ing as if
The Contract Documents are complementary, and am`ont7 is
the Contdract Documents,thethedContract
required by all. In the event of any conflictg
Documents shall govern in the following order:
(1) Modifications in writing and signed by both parties, including any Change Orders;
(2) Standard Form of Agreement;
(3) Special Conditions of Agreement;
(4) General Conditions of Agreement, including Attachment No.
1 — Work nal rs'
Compensation insurance Coverage, Attachment No. 2 - Agreement
Payment and CONTRACTOR'S Sworn Release, and Attachment No. 3 — Owner's
Insurance Requirements of Contractor;
Addenda, if any;
Plans and Specifications referenced or included in the Project Manual;
Request for Proposals;
Proposal Form; and
Exhibits: The following Exhibits, attached hereto, are incorporated herein, and are
a part of this Contract:
00700 - 1 of 33
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
In the event a conflict or inconsistency remains between or within the Plans and Specifications or
other Contract Documents, or the Contract Documents and applicable standards, codes and
ordinances, CONTRACTOR shall provide the greater quantity or better quality, or
CONTRACTOR shall comply with the more stringent requirements, as determined by
ENGINEER
Terms or phrases used in the Contract Documents with a well-known technical or construction
industry meaning shall have such recognized meanings. References to standards, specifications,
manuals or codes of any technical society, organization or association, or to the laws or
regulations of any governmental authority, shall mean the latest in effect on the effective date of
the Contract, unless otherwise stated in the Contract Documents.
1 .03 SUBCONTRACTOR. The term "subcontractor", as employed herein, includes
pet
those having a contract with the CONTRACTOR orsubcontractor
oshall► haveormance of work no responsibilityoto
n
the Project contemplated by these Contract Documents.
any subcontractor for performance
bcontra for°rk shallnthe look excject clus►vely contemplated
to CONTRACTOR fort any
Documents, and any s
payments due subcontractor.
1.04 WRI I EN NOTICE. Written Notice shall be deemed to have been duly served if
delivered in person to the individual or to a partner of the partnership or joint venture, or to an
officer of the corporation or company for whom it is intended, or if delivered at or sent by
Certified Mail, Return Receipt Requested, to the last known business address or registered office
of such individual, partnership joint venture or corporation or company, or to the address for
giving notices listed in the Standard Form of Agreement.
1.05 WORK. Unless otherwise stipulated, the CONTRACTOR shall provide and pay
for all materials, supplies, machinery, equipment, tools, superintendence, labor services,
insurance, and all water light, power, fuel, transportation and all other facilities or services of any
nature whatsoever necessary for the execution and completion of the Work described in the
Standard Form of Agreement. Unless otherwise specified, all materials shall be new, and both
workmanship and materials shall be of good quality. The CONTRACTOR shall, if required by the
ENGINEER as representative of the OWNER, furnish satisfactory evidence as to the kind and
quality of materials. Materials or work described in words which so applied have well-known,
technical or trade meaning shall be held to refer to such recognized standards. All work shall be
done and all materials shall be furnished in strict conformity with the Contract Documents.
1.06 EXTRA WORK. The term "Extra Work", as used in this Contract, shall be
understood to mean and include all work that may be required by the ENGINEER as
representative of the OWNER, to be done by the CONTRACTOR to accomplish any change,
alteration or addition to the work shown upon the plans or reasonably inferable from the plans
and/or specifications, and which shall, prior to the commencement of such work, be authorized in
writing by the ENGINEER.
1.07 WORK DAY: As used herein, a "Work Day" is defined as any Monday through
Friday, not a legal holiday, and any Saturday or Sunday specifically approved by the OWNER, in
which the CONTRACTOR can perform six or more hours of work on critical path items per the
current construction schedule. CONTRACTOR agrees to request specific approval in advance to
perform work on Saturdays or Sundays and in so doing agrees to pay all charges o andcosts
2 of
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
Inspection and or Construction Management services required during the performance of any such
approved work.
1.07-1 RAIN DAY: As used herein, a Ram Day is defined as any WORK DAY during
which weather related conditions prevent the CONTRACTOR from performing four (4) or more
consecutive hours of work on critical path ��ems as identified
the
eachcurrent
month foruthe review and
ction schedule.
CONTRACTOR shall record Ram Days the Pay Application on
possible approval by the OWNER. The d Rain Day is then added to the Contract Time as
a Weather Day. (See 1.12 Contract Time below)
1.07-2 WEATHER DAY As used herein, a Weather Day is a day that is added to the
CONTRACT TIME by the OWNER to extendDays, once
mtion date of the Work by one approved by the OWNER, halllextend
rk
Day. (See 1.12 Contract Time below) Weather ys
the Contract Time on a one-to-one basis to replperforming nin 7 fource a k(Day4) orl°st to ore consecutive t veher ahour conditions
that that prevented the CONTRACTOR from p b
on critical path items. Weather Days are added
d°the only if, Contract
opinion of theeOWNER,aaitime
s by
Change Order only at the end of the work and then
extension is required and warranted.
1.08 CALENDAR DAY. A "calendar day" is any day of the week or month, no
dmays
being excepted. Unless otherwise expressly provided, all references to "day(s)" hall
n
calendar day(s).
1 .09 SUBSTANTIALLY COMPLETED: The terms "Substantially Completed", or
"Substantially Complete" or "Substantial Completion" as used in this Contract, shall mean that all
major process components of the facility or work have been made suitable for use or occupancy,
including appropriate documentation from the
with'ent thos specificatppliers honsat all
andf the manufacturer's
l
components have been installed in accord
recommendations, the installations have been approved by the ENGINEER and the items have met
the start-up and testing requirements of the contpoa'tldoctments ellaneous work deemed
and ad�bstmente in a �odac'on to
h eve
serve its intended purpose or requires only
Final Completion and Acceptance as determined by the ENGINEER. Upon compliance with the
above referenced criteria, ENGINEER shall issue a Certificate of Substantial Completion.
PARTIAL SUBSTANTIAL COMPLETION: designation will be the given
entire components
of
the Work that must be placed into service prior to the completionf he contractor's One Year Warranty period e°ENGINEER. Ther these itemIl begin on the ENGINEER shaladete�nine,and
Substantial Completion as designated by th
make all such designations.
1.10 INTERPRETATION OF WORDS AND PHRASES. Whenever the
word
s
"directed' , "permitted' "designated", "required", "ordeied" ` considered necessary",pescrbed
or woids of like import are used, it shall be understood that the direction requirement, permission,
order, opinion designation or preset iption of the ENGINEER be as t sfthe OWNER'sry" or represent1 keative is
rt
intended. Similarly, the words "approved", accepta
shall mean that no exception is taken by ENGINEER, but does not relieve CONTRACTOR of
responsibility for compliance with the Contract Documents.
00700 - 3 of 33
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CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
Whenever in the Specifications or Drawings pSnheC o►thercquDocuments,
al ties of simhlar kind wh� hcc mtnot,
ion
of various qualities relative to finish, workma p or
fiom their nature, be specifically and clearly deiidand specified,j
are necessarily
ce sarilyin described
in general terms, the fulfillment of which mustdepend
cases, any question of the fulfillment of said Specifications shall be decided by the ENGINEER as
the OWNER'S representative and said woik shall be done
accordanceothe work his inte►p►etations
of the meaning of the words, terms or clauses L the character
l .l 1 REFERENCED STANDARDS. No provisin of any referenced s and responsibilities of the standard
specification, or manual shall be effective to change the d t e
in the
Engineer, Contractor, or their consultants, employees,
to assignesentatto the►ves Engi►om Weer or seits set
c,onsultants,
Contract Documents, nor shall it be effectivee
ng or
employees, or representatives any y or authority to supervise or authority to undertake �espons b Gties`►cont ary to
performance of the Work or any duty
provisions of the Contract Documents.
1.12 CONTRACT TIME The term Contract Time as used herein, refers to the number
to
of days cm date stated in the Agreement:i) to achie
ve evi►al Completion, dwritten
complete the Work so that it is ready for payment as evidenced by ENGINEER's
recommendation of final payment in accordance with Paragraph 6.09 and as modified as a result
of any authorized Extensions.
The Contract Time includes 40 Rain Days per year, based on the average number of ►ain
days per year for the period o1' June 1898 to b deder 9by6the addit o aof as recordeWeatheby the lr vin Days eqher al
Center Record The Contract Time shall only be ext
to the number of Rain Days in excess o,fc► 40 days remedy year
weather related delays
Contract Time
shall be the CONTRACTOR'S sole and
2.0 RIGHTS AND RESPONSIBILITIES OF THE OWNER
2.01 NO WARRANTY OF DESIGN. It is understood that the OWNER MAKES NO
U�FICIENCY OF THE PLANS AND
WARRANTY OF THE ADEQUACY ACCURACY OR S
SPECIFICATIONS OR ANY OTHER DESIGN DOCUMENTS EXPRESSED OROIMPLIED WNER � PRol3t
Y
EXPRESSLY DISCLAIMS ANY SUCH WARRANTY,
commencing each portion of the Work, CONTRACTOR
C thel site carefully stud
g tBy and k l apd shalll
relevant Contract Documents, shall observe
s or
take field measurements of existing conditions
noted lby aheate°the Work Any errors, CONTRACTOR, and/or anysvarnance
inconsistencies in the Contract Documents
between the Contract Documents and applicablee writing codes,
ds andas aordinances,
ardsoruest for Information.
Ibc romptl
reported by CONTRACTOR to ENGINEERntil it
CONTRACTOR shall not proceed with ected lnforrportioof the tionnand then onlylinlaccordanceewith
ives
ENGINEER'S written response to such Request forthis
ENGINEER'S response. If CONTRACTOR aaias7e° perform
OWNits
ER as wo►�Id hans ae►been paragraph,
lif
CONTRACTOR shall pay such costs and
CONTRACTOR had reported any et rocs, omissions,
inconsistencies
ntract
R or wli ch should have beenoted by►ancarefulces in tstudyhe o
Documents noted by CONTRACTOR of the
Contract Documents. CONTRACTOR shall
comply
theret the
appCoved in Documents,
thel OWNER
apptoved
modifications thereof and additions and alterations
The burden of proof of such compliance shall be upon the CONTRACTOR to show thahe
ohfas
07/2006 00700
CITY OF PEARLAND
cations
complied with the requirements of the Contract Documents
the same ha Iphave beenroved �nt►e pi tedtby the
and all approved additions and alterations, thereto, as
ENGINEER.
ht
nter
he
2.02 RIGHT OF ENTRY • he vfor Es to be perforeserves nnede �con� �e eted for installed, for
or
location on which the work herein contractedting the
r the
itself or such agent or agents as it may select, for sche h collaterallrpose of llateral work ascthe OWNERcmay does►re.
purpose of performing, constructing or installingu
the
The OWNER shall have the right to makeinspections
►of time and/or compensationefor ans, and
loss
CONTRACTOR hereby waives any claims for extension
or damage it his work shall be delayed by reason of such inspection performance construction or
installation of collateral work.
ereof
2.03 OWNERSHIP OF DRAWING on other work and,All rawings, ecifications and w with the exception pof tyre sets
furnished by the OWNER shall not be reused to
forming the part of the signed Contract Documents, are and models a�e the propebe drty of the OWNER.the OWNER n request
at the completion of the Work. All drawings
2.04 CHANGES AND ALTERATIONS. The CONTRACTOR further agrees that the
Owner may make such changes and alterations, additions and deletions as the OWNER may
ye
fit, in the Work, including but not limited to changes in line grade, form, dimensions, plans
r
specifications for the Work herein contemplated, hCont act andeitherb he efore correspondr after ingbeg►nn►ng of construction, without affectingthe validity of this
Performance and Payment Bonds.
ity or te value
the
If such changes or alterations or deletions diminish
for compentsation or damages includi�g lot ok to be
done, they shall not constitute the basis for a claim
the
anticipated profits on the Work that may bed. If s, such theamount
shalof Work is increased l be paid for ac ordidng to
work can fairly be classified under the specifications,
t}1e quantity actually done and at the unit pce, ►f any, s pro►vhded under Article 7ed fr such work `hereof for
Contract, othe►wise, such additional work shallbe paid for a
Extra Work. In case the OWNER shall make
ni furnished or arsedsi�saidalterations
Work, thensthelOWNEmake R shall
any Work already done or material already
`
compensate the CONTRACTOR for any material
orinclabor sourredn usedpreand
for
for thactualoloss
s
occasioned by such change due to actualexpenses
originally planned.
2.05 DAMAGES. In the event the OWNER is damaged in the course of the work by
the act, negligence, omission, mistake iowork being done bydefault of the 0otherosron the obtso
CONTRACTOR unreasonably delay the progress of the
as to cause loss for which the OWNER becomes liable, then the CONTRACTOR shall reimburse
the OWNER for such loss.
3.0 RIGHTS AND RESPONSIBILITIES OF THE ENGINEER
3.01 OWNER -ENGINEER RELATIONSHIP. The ENGINEER shall serve as the
OWNER'S representative during construction. The duties, responsibilities and limitations on the
autho► ity of the ENGINEER as the OWNER's representative dui ing construction are set forth in
the Contract Documents; and the ENGINEER shall not have authority to extend the00O 0 o
N R's
70
GENERAL CONDITIONS OF AGREEMENT
CITY OF PEARLAND
liability or to bind the OWNER for any additional liability °ohe OWNER to f any nature tithe CONTRAC►TOR
atsoever t the
written consent of the OWNER. Any commumcat by
regarding the Work shall be issued through the ENGINEER.
it is the intent of this Agreement that there shall be no delay in the execution of the Work;
therefore, written decisions or directions rendered ap arisingthe ENGINEER therefrom shall hbe e W resolved as
►epresentative shall be promptly carried out, and any l
the
arties
provided in Article 7. Unless otherwise specified, it is
mutual y ags i d bei wren top pwo►k oo this
s
Agreement that the ENGINEER shall have the a Y
whenever such stoppage may be necessary to insure the performance of the Work in accordance
with the Contract Documents.
The
3.02 KEEPING OF PLANS AND SPECIFICATIONS e uat andreasonable msn B►LcE copies
ENGINEER shall fu►nish the CONTRACTOR withanqthe
of all Plans and Specifications without expense to there e On NTRAChe O R, ndh the Oat TwreC TOR
sions
shall keep one copy of the same constantly ac
cesnoted thereon. The CONTRACTOR shall be responsible
andf�evier wserving the Plans and
by the OWNER or the
Specifications, timely and accurately updated for reference
ENGINEER.
3.03 PRELIMINARY APPROVAL. The ENGINEER shall not have the power to
waive the obligations imposed under this Contract t►'woikmanlikeor the rnishingperformancey he Cof thOe NTRACTWork asOherein
R of
new material of good quality, and for good a
described, and in full accordance hehENG1NEERContract
toDocument
d scoversobject to ort con►demaeany non -
or
change. No failure o► omission of tm
conforming or defective work or material
stop
the Contract,shall
includmg witOhot►tRA�C� OR fr�he
the obligation to fully and properly perform
obligation to at once tear out, remove derly ofrspch nolace n conforming orwork
defective material
work or
time prior to final acceptance, upon discovery
material.
on
y the
Any questioned Work may be ordered taken up o►nracc►o accofor rdance with thecContbract DocNments, all
prior to final acceptance, and if found not to
expense of removing, inspection and repai► be allowed asExtra
rareplacement
shall
Worborne
k andb hallthe
be paid for bythe FOR; otherwise the expense thus incurred shall b
OWNER, provided that where inspection or approval is specifically required by the Specifications
prior to performance of certain work, should he e ACTOenpse of taking up,such
removing work hand
out
requesting prior inspection or approval,
replacing this work if so directed by the ENGINEER.
3.04 INSPECTION BY ENGINEER. The ENGINEER shall make periodic visits to the
site to observe the progress and quality of the
desi n features alnd the technical determine
fimctionahm d/or
Work
generally meets the essential perfo► mance andg
engineering requirements of the Contract Doc 1toweve►•,l he ENGINEER shall is in all other tnots ebegi•psponis bide
in compliance with the Contract Document
s.for making any detailed, exhaustive, comprehensive or continuous on -site inspections to check h
quality and/or quantity of the work, nor shall the ENGINEER be in any way responsible,
'quality,ps►ble, dicectoye
or indirectly, for the construction means, methods, techniques, sequences, p
programs, safety precautions or lack of same incident to the Work being performed00700rany
of 33
part
07/2006
GENERAL CONDITIONS OF AGREEMENT
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
thereof. The ENGINEER shall use reasonable
perfoon nanom ce of the'Work and
ntent and
substance of the Conti act Documents by the CONTRACTOR in theER inf
any part thereof and, on the basis of such on-sitewill
ipstldefe Oects and deficienciesthe progress of the work and will endeavor to guard the OWNERaga
of
in the Work of the CONTRACTORNotwithstanding
shall notly b othern y way responsible oris eliabletor
for
any other Contract Document, the Ectors, agents,
any acts, errors, omissions or negligence
of
fhrenCON or o po adon perform b g otrdattempt ng to
servants or employees or any other person,
perform any of the Work.
3.05 DETERMINATION OF QUESTIONS AND DISPUTES. In order to prevent
delays and disputes and to discourage lthe ghseveral kinds of Work, wl atn, it is agreed that the Gh aEe to be paid for under
ER shall, in all cases,
determine the quantities and qualities of th
this Contract. The ENGINEER shall determine all questions in relation to said
on ort end the
e
construction thereof, as well as all claims, disputes and other matters in q
CONTRACTOR and the OWNER relating
to the execution or progress of the Work or the
interpretation of the Contract Documents. In the event the ENGINEER shall become aware of or
shall receive information that there is s of pheeContractpossible
Document dispute
any other reasonable
interpretation of the terms and conditions a written interpretation of the
question, the ENGINEER shall, within a reasonable time, provide
Contract Documents or a written decision on all questions arising relative to the execution of the
Work, copies of which shall be delivered to all parties to the Contract. If the CONTRACTOR or
OWNER desires to take exception to any directions, order, interpretation or instructions of the
ENGINEER, CONTRACTOR or OWNER shall present any such claim to the ENGINEER in
accordance with the provisions of Section 7.04.
3.06 RECOMMENDATION OF PAYMENT. The ENGINEER shall review the
CONTRACTOR'S application for payment and supporting documents, shall determine the amount
owed to the CONTRACTOR and shall provide written recommendation to the OWNER for
payment to the CONTRACTOR in such amount Such recommendation of payment to
CONTRACTOR shall constitute a representation to the OWNER of the ENG1NEER's judgment
that the work has progressed to the point indicated, to the best of his knowledge, information and
belief; however, such recommendation of an application for payment to CONTRACTOR shall not
be deemed an acceptance of any defectivenon-conforming
Work. Any i•ights to withhold payment i�nder
n of
payment by the ENGINEER shall be subject to
Section 6 11 and as otherwise provided in the Contract.
4.0 RIGHTS AND RESPONSIBILITIES OF THE CONTRACTOR
4.01 INDEPENDENT CONTRACTOR. CONTRACTOR is, and shall remain, an
independent contractor solely responsible for the manner and method of completing the Work
under this Contract, with full and exclusive power and authority to direct, supervise and control
his own employees and to determine the means, method and manner of performing such Work so
long as such methods comply with the requirements of the Contract Documents, and do not
adversely affect the completed improvements or anyerested only mropertesabuttingt or and Bing the mi Work
area, the OWNER and ENGINEER being
of
such completed improvements to the Plans, Specifications and Conti act Documents. The fact that
the OWNER or ENGINEER as the Owner's representative shall have the right to observe
CONTRACTOR'S work during his performance and to carry out the other prerogatives which
re
07/2006 00700
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
is
d to
expressly reserved to and vested in the OWNER
and
usthe
of the CON"1,RACTORraS an tindep� dent
and shall not at any time change or affect he stat
contractor with respect to either the OWNER or or
theother ENGINEER a s the Oor o p Ras representative
or to the CONTRACTOR'S own employees any
4.02 CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the
CONTRACTOR has, by careful examination, satisfied himself as to the
nature
tune and lthe ocation
f tohe
Work the conformation of the ground, the character, quality and quantity
encountered, the character of equipment and facilities eeded►dm� ►but not limited ted fonary to and r►weather,
ring the
prosecution of the Work, the general and local conditions,
inclaccess, lay down and storage areas, and all otherCONTRACTOR has satisfied h inself asmatters which in any way affect the cto thed
this Contract. It is further understood that
theterms, meaning intent and requirements TRll of the cwa rants and represeptst Documents, and `that tlaws,
has
codes, regulations and ordinances. CONTRACTOR hereby ll taken into consideration all of the foregoing factors, and
NoOverbal agreOn ntaor pone at on �th
for the Contract Price and within the Contract Time.
any officer, agent or employee of the OWNER n ► thf e
ENGtermINEER,
obeither before
the
d.
execution of this Contract shall affect or modify y
4.03 LAWS AND ORDINANCES. The CONTRACTOR shall
andll at rail tunes observe
er dies
comply with all federal, state or local laws, codes, ordinances, permits
of whether the same are adopted before and ► after the shall indemnify, ution of this Contract, which in any
save and hold harmless the OWNER
manner affect the Contract or the work,
and the ENGINEER against any claim
arising out othe
agents,violation
employees, such
bcontrac►torslaws cor
and regulations, whether by the CONTRACTOR orhis
vendors. If the CONTRACTOR observes that or regue lationsns he shall cations are at
notify
variance with
federal or state laws or codes or the ordinancesg
the ENGINEER in writing and any necessary anges anbey work knowing at tomade as provied ►be co t�a►yato
tor changes in the work. If the CONTRACTOR performs
such laws, codes, ordinances, rules or regulations,
notice tothe
ac►nr ►f ENGINEER, CONTRACTORreasonably should have
CONTRACTOR shall
known of any such violation, and without
bear all costs arising therefrom.
The OWNER is a Political Subdivision of the objateects �forTexas,
whi which,and
theWnanneWhncwhich,►orsthe
its
powers, insofar as the same regulates the ect
conditions under which the OWNER may same effect effect a though embodied herein' controlling
Neithershall
bet
considered as part of this Contract to the
of OWNER entering into this Contract, rOWNERER's pmder applicablemance rlawerallshall
s ►chconstitute
and
waiver of any immunity from suit enjoyedby
defenses being hereby expressly reserved, owahsf cablenany term otwithstanding
regur lations the►OWNER►shalito tbe
contrary The Code of Ordinances and otherpp
deemed to be embodied in this Contract.
The prevailing wage rates applicable to this Project shall be either Document 00811 -Wage Scale
for Engineering Construction, or Document 00813 _Wage Scale for Building Construction, or
both, as set out in the Project Manual.
00700-8of33
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
4.04 ASSIGNMENT AND SUBLETTING. The CONTRACTOR further agrees that he
will retain personal contiol and will give his personal attention to the fulfillment of this Contract
and that he will not assign, by power of attorney or otherwise, or sublet said Contract, or any
rights, duties or obligations arising thereunder, in whole or in part, without the prior written
consent of the OWNER, and that no part or feature of the Work will be sublet to anyone
objectionable to the ENGINEER or the OWNER. In addition, the OWNER reserves the right to
disapprove the subletting of this Contract or any portion hereof on any basis whatsoever. The
CONTRACTOR further agrees that the subletting of any portion or feature of the Work or
materials required in the performance of this Contract shall not relieve the CONTRACTOR from
his obligations to the OWNER, as provided for by this Agreement.
4.05 PERFORMANCE.. PAYMENT AND MAINTENANCE BONDS. In the event the
Contract Price shall be in excess of $25,000.00 the CONTRACTOR shall execute separate
Performance. Payment and Maintenance Bonds, each in the sum of one hundred percent (100%) of
the Contract Price, and each in accordance with the provisions of Chapter 2253 of the Texas
Government Code. If the Contract Price does not exceed $25 000.00, the statutory bonds will not
be required All required Bonds shall be payable to OWNER and on forms approved by the
OWNER, and shall be executed by a corporate surety in accordance with Article 7.19-1 of the
Texas Insurance Code. It is al,reed that the Contract shall not be in effect until such original
Performance Payment and Maintenance Bonds are delive►ed to and approved by the OWNER.
fhe cost of the premium for the Performance, Payment and Maintenance Bonds shall be included
in the CONTRACTOR'S Proposal.
4.06 INSURANCE. The CONTRACTOR, at his own expense, shall procure, maintain
and keep in force throughout the duration of the Work, and throughout the Guarantee Period,
insurance as specified in Attachment No. 1 hereto with regard to Workers' Compensation
Insurance, and as specified in Attachment No. 3 hereto with regard to all other Insurance. Such
insurance shall be carried with an insurance company licensed to transact business in the State of
Texas and shall cover all operations in connection or others for whomhCONTRACTOR hs responsithis Contract, wether le. performed by the
CONTRACTOR or a subcoractor,
4.07 PERMITS AND FEES. Unless otherwise provided in the Contract Documents, the
Contractor shall secuie and pay for all permits, licenses, and inspections necessary for proper
execution and completion of the Work, and which are legally required at the time proposals are
received.
4.08 TEXAS STATE SALES TAX. Materials incorporated into this project are exempt
from State Sales according to provisions of the Texas Tax Code, Chapter 151, Subsection H.
The Contractor must obtain a limited sales, excise and use tax permit o► exemption certificate
which shall enable him to buy the materials to be incorporated into the Work without paying tax at
due time of purchase.
4.09 CONTRACTOR S DUTY AND SUPERINTENDENCE. The CONTRACTOR
shall give adequate attention to the faithful prosecution and completion of this Contract and shall
keep on the work during its progress, a competent superintendent and any necessary assistants. all
satisfactory to the ENGINEER as the OWNER'S rbcteas the agent of the erintendent represent the CONTRACTOR in his absence and shallb
and all di►ect►ons given to him shall be binding as if given to the CONTRACTOR.
Adequate
9 of to
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
he
supervision by competent and reasonable representatives
supervision f teCONTRACTORailbe Tn is
esseial default, the
proper performance of the Work, and lack of
grounds for suspending operations of the CONTRACTOR.
tro
The Work, fiom its commencement to completion, shalltibe under
ther
ewith eh exclusive
hall charge
arge and
borndby on the
l
of the CONTRACTOR, and all risk in
CONTRACTOR.
e
Neither the OWNER nor the ENGINEER as the OWNER'
►b on Ractorpor anytofits agents or emplowill be yees,
the acts or omissions of the CONTRACTOR, its
or any other persons performing any of the Work.
R
agrees to
4.10 CHARACTER OF WORKERS.
0. of the type0of work required employ under this
orderly and competent workers, skillful in the performance
Contract, to do the Work, and agrees that whenever
h n his opinion,e incompetent, GINEER lunfaohfi►1 or disorderly,
rm him in writing
that any worker or workers on the Work are, pf the
or in the ENGINEER's opinion are not using the►Work aefndrshall not again befor the progress omployedlon`the
worker or workers shall be discharged from
Work without the ENGINEER'S written consent.
4.11 LABOR, EQUIPMENT, MATERIALS, CONSTRUCTION PLANT, AND
BUILDINGS. The CONTRACTOR shall provide
necessary labor,the prosecrrtronsand`r completiontmachinery,
of this
supplies facilities, utilities and materialsy
Contract where it is not otherwise specifically provided that the OWNER
shall furnish t same;
furthe►, the CONTRACTOR shall be responsible for the care, preset vat an, conservation
onse v tionfacilands
protection of all materials, supplies, machinery, equipment, tools, apparatus,R
all means of construction and any and all parts
Work,
thewhether
ent re tWo►•lhe Ois completOed and
been paid, partially paid or not paid for such Wo k, until
accepted.
nts or
The building or placement of structures for housing th the ENGINEERorkers or ss written permission, or the erection of ,andat
other forms of protection will be permittedy
such places as the ENGINEER shall direct,
nafa tory t the ENGINEERitions of the grounds in or aAny
a
such structures shall at all times be mnta►ed in a manne sat
structures of any nature constructed, placed or erected by the CONTRACTOR for the purposes
herein set out, shall be the sole responsibility e CONTRACOTOR agreeOslto indemnifas to the y holdper ►the
placement or construction thereof; and t
ENGINEER or OWNER harmless from any claims of any nature whatsoever brought ago ntt
either of them for damages allegedly sustained by anyone byreason of the erection, p
en
construction or maintenance of CONTRACTOR's buildings or structures.
4.12 SANITATION. Necessary sanitary conveniences for the use of taboret and others
ed
d
on the Work site, properly secluded from public cobseat rvation,
pointsshall asbe shalitrbet approved d ►ntaby'nethe
by the CONTRACTOR in such manner a
ENGINEER, and their use shall be strictly ��°s ed. herein ny set out,tshall be the soleres of any ►i responsibility of
or
erected by the CONTRACTOR for the purposes
the CONTRACTOR as to the proper erection or consction thereof, WNER harmlessafromnd hanyOc aTns of aOny
R
agrees to indemnify and hold the ENGINEER and O
00700 - 10 of 33
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CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
nature whatsoever brought against either of them for damages allegedly sustained by anyone by
reason of the erection, construction or maintenance of CONTRACTOR s buildings.
4.13 CLEANING AND MAINTENANCE. The CONTRACTOR shall at all times keep
and maintain the premises flee from accumulation of debt is. trash and waste and at the
completion of the Work, he shall remove all such debt is, trash and waste, and also his tools,
scaffolding and surplus materials, and shall leave the Work broom -clean or its equivalent The
Work shall be left in good order and condition. In case of dispute, the OWNER may remove the
debris, trash, waste and surplus materials, and charge the cost to the CONTRACTOR.
4.14 PERFORMANCE OF WORK. It is further agreed that it is the intent of this
Contract that all Work must be done and all material must be furnished in accordance with the
generally accepted practice for such materials furnished or work completed, unless otherwise
provided in the Contract Documents.
4.15 RIGHT OF OWNER TO ACCELERATE THE WORK. If at any time the
methods or equipment used by the CONTRACTOR or the work force supplied are found to be
inadequate to achieve the progress required to Substantially Complete the Work within the
Contract Time, the OWNER or the ENGINEER as the OWNER's representative, may order the
CONTRACTOR in writing to supplement its forces and/or equipment, or work shifts or overtime,
or otherwise improve its efficiency and rate of progress to achieve Substantial Completion of the
Wo►k within the Contract Time, and the CONTRACTOR shall comply with such order, at its own
cost and expense.
4.16 LAYOUT OF WORK. Except as specifically provided herein, the
CONTRACTOR shall be responsible for laying out work and shall accomplish this work in a
manner acceptable to the ENGINEER and in conformance with the Contract Documents.
4.17 SHOP DRAWINGS. The CONTRACTOR shall submit to the ENGINEER, with
such promptness as to cause no delay in his own Work or in that of any other contractor, six (6)
checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules
required for the work of the various trades. Contractor will check and approve shop drawings for
compliance with requirements of Contract Documents and will so certify by stamp on each
drawing prior to submittal to ENGINEER. Any drawings submitted without Contractor's stamp of
approval will not be considered and will be returned to him for proper submission. The
ENGINEER shall pass upon them with reasonable promptness, indicating desired corrections.
The CONTRACTOR shall make any corrections required by the ENGINEER, file with him two
(2) corrected copies and furnish such other copies as may be needed The ENGINEER s approval
of such drawings or schedules shall not relieve the CONTRACTOR from responsibility for
deviations from the Contract Documents, unless he has, in writing called the ENGINEER s attention
to such deviations at the time of the submission and the ENGINEER has acknowledged and
accepted such deviations in writing, not shall it relieve him from iespons►bility for errors of any
sort in shop drawings or schedules. It shall be the CONTRACTOR s responsibility to fully and
completely review all shop drawings to ascertain their effect on his ability to perform the required
Contract Work in accordance with the Plans and Specifications and Contract Documents, and
within the Contract Time.
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CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
Such review by the ENGINEER shall be for the sole puipose of determining the apparent
sufficiency of said drawings or schedules to result in finished improvements in conformity with
the Plans and Specifications and Contract Documents, and shall not relieve the CONTRAC FOR
of his duty as an independent contractor as previously set forth, it being expressly undeistood and
agreed that the ENGINEER does not assume any duty to pass upon the propriety or adequacy of
such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of
either person or property during CONTRACTOR'S performance hereunder, and any action taken
by the ENGINEER shall not relieve the CON TRACTOR of his responsibility and liability to
comply with the Contract Documents.
4.18 ENGINEER -CONTRACTOR RELATIONSHIP; OBSERVATIONS. It is agreed
by the CONTRACTOR that the ENGINEER, as the OWNER's representative, shall be and is
hereby authorized to appoint such subordinate engineers, representatives of observers as the said
ENGINEER may from time to time deem proper to observe the materials furnished and the Work
done under this Agreement. The CONTRACTOR shall furnish all reasonable aid and assistance
required by the subordinate engineers, representatives or observers for the proper observation and
examination of the work. The CONTRACTOR shall regard and obey the directions and
instructions of any subordinate engineers, representatives or observers so appointed, when such
directions and instructions are consistent with the obligations of this Agreement and the Plans and
Specifications and Contract Documents, provided, however, should the CONTRACTOR object to
any orders by any subordinate engineer, representative or observer, the CONTRACTOR may,
within three (3) days, make written appeal to the ENGINEER for his decision.
4.19 OBSERVATION AND TESTING. The OWNER or the ENGINEER as the
OWNER's representative shall have the right at all reasonable times to observe, inspect and test
the Work. The CONTRACTOR shall make all necessary arrangements and provide proper
facilities and access for such observation, inspection and testing at any location wherever Work is
in preparation or progress. The CONTRACTOR shall ascertain the scope of any observation,
inspection or testing which may be contemplated by the OWNER or the ENGINEER and shall
give ample notice as to the time each part of the Work will be ready for such observation inspection
or testing. The OWNER or the ENGINEER may reject any Work found to be defective or not in
accordance with the Contract Documents regardless of the stage of its completion or the time or
place of discovery of such deficiencies, and regardless of whether the ENGINEER has previously
accepted the Work through oversight or otherwise. If any Work is covered without approval or
consent of the OWNER, it must, if requested by the OWNER or the ENGINEER, be uncovered
for examination, at the sole expense of the CONTRACTOR. In the event that any part of the Work
is being fabricated or manufactured at a location where it is not convenient for the OWNER or the
ENGINEER to make observations of such Work or require testing of said Work, then in such
event, the OWNER or the ENGINEER may require the CONTRACTOR to furnish the OWNER
or the ENGINEER with certificates of inspection, testing or approval made by independent
persons competent to perform such tasks at the location where that part of the work is being
manufactured or fabricated. All such tests will be in accordance with the methods prescribed by
the American Society for Testing and Materials or such other applicable organization as may be
required by law or the Contract Documents.
If any Work, which is required to be inspected, tested or approved is covered up without written
approval of consent of the OWNER or the ENGINEER it must, if requested by the OWNER or
the ENGINEER, be uncovered for observation and testing, at the sole expense of the
CONTRACTOR. The cost of all such inspections, tests and approvals shall be borne by the
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CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
CONTRACTOR unless otherwise provided herein. Any Work which fails to meet the
requirements of such tests, inspections or approval, and any Work which meets the requirements
of any such tests or approval but does not meet the requirements of' the Contract Documents shall
be considered defective. Such defective Work and any other work affected thereby shall be
corrected at the CONTRACTOR'S expense.
Neither observations by the OWNER or by the ENGINEER, nor inspections, certifications, tests
or approvals made by the OWNER, the ENGINEER or other persons authorized under this
Agreement to make such inspections, tests or approvals, shall relieve theCONTRACTOR from his
obligation to perform the Work in accordance with the requirements of the Contract Documents
4.20 DEFECTS AND THEIR REMEDIES. It is further agreed that if the Work or any
part thereof or any material brought on the site of the Work for use in the Work or selected for the
same, shall be deemed by the ENGINEER as unsuitable or not in conformity with the Plans and
Specifications or Contract Documents the CONTRACTOR shall, after receipt of written notice
thereof from the ENGINEER, forthwith remove such material and rebuild or otherwise remedy
such Work so that it shall be in full accordance with this Contract, It is further agreed that any
such remedial action contemplated herein shall be at CONTRACTOR'S expense.
4.21 LIABILITY FOR PROPER PERFORMANCE. Engineering construction drawings
and specifications, as well as any additional instructions and information concerning the Work to
be performed passing from or through the ENGINEER, shall not be interpreted as requiring or
allowing the CONTRACTOR to deviate floor the Plans and Specifications or the Contract
Documents, the intent of such drawings, specifications and any other such instructions being to
define with particularity the agreement of the parties as to Work the CONTRACTOR is to
perform. CONTRACTOR shall be fully and completely liable and contractually bound, at his own
expense, for design, construction, installation and use or non-use of all items and methods instant to
the performance of the Contract, including, without limitation, the adequacy of all temporary
supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices,
similar items or devices used by him during construction, and work performed either directly or
incident to construction, and for all loss, damage or injury incident thereto, either to person or
property, whether such damage be suffered by the ENGINEER, the OWNER or any other person
not a party to this Contract.
Any review of Work in progress or any visit or observation during construction, or any
clarification of Plans and Specifications or Contract Documents by the ENGINEER or OWNER,
or any agent, employee or representative of either of them, whether through personal observation
on the Project site or by means of approval of shop drawings for construction or construction
processes, or by other means or methods, is agreed by the CONTRACTOR to be for the purpose
of observing the extent and nature of Work completed or being performed, as measured against the
Plans and Specifications and Contract Documents, or for the purpose of enabling the
CONTRACTOR to more fully understand the Plans and Specifications and Contract Documents
so that the completed construction Work will conform thereto, and shall in no way relieve the
CONTRACTOR from full and complete responsibility for proper performance of his Work on the
Project, including without limitation the propriety of means and methods of the CONTRACTOR
in performing said Contract, and the adequacy of any designs, plans or other facilities for
accomplishing such performance. Any action by the ENGINEER or the OWNER in visiting or
observing during construction, or any clarification of Plans and Specifications or Contract
Documents shall not constitute a waiver of CONTRACTOR'S liability for damages as herein set
00700 - 13 of 33
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CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
out. Deviation by the CONTRACTOR from Plans and Specifications or Contract Documents, whether
called to the CONTRACTOR'S attention or not, shall in no way relieve CONTRACTOR from his
responsibility to complete all woik in accordance with said Plans and Specifications and Contract
Documents, and further shall not ielieve CONTRACTOR of his liability for loss, damage or injury
as herein set out.
4.22 PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The CONTRACTOR shall be solely responsible for the safety of himself, his employees and all
other persons, as well as for the protection of the improvements being erected and the property of
himself or any other person, as a result of his operations hereunder The CONTRACTOR shall
take out and procure a policy or policies of Workers Compensation Insurance with an insurance
company licensed to transact business in the State of Texas, which policy shall comply with the
Workers' Compensation laws of the State of Texas The CONTRACTOR shall at all times
exercise reasonable precautions for the safety of employees and others on or near the Work and
shall comply with all applicable provisions of federal state and municipal laws and building and
construction codes. All machinery and equipment and other physical hazards shall be guarded, as a
minimum, in accordance with the `Manual of Accident Prevention in Construction" of the
Associated General Contractors of America, except where incompatible with federal, state or
municipal laws or regulations. The CONTRACTOR shall provide all necessary machinery guards,
safe walkways, ladders, bridges, gangplanks, barricades, fences, traffic control, warning signs and
other safety devices
No alcoholic beverages, non-prescription drugs, or unsafe practices will be allowed on the Work
site. CONTRACTOR shall dismiss anyone participating in any of the above from the Work site
for the duration of the Project. Only prescription drug uses with a docto►'s authorization to
perform construction activities will be allowed on the Work site. Violation of this provision is a
default under the Contract. The use, possession, sale, transfer, purchase or being under the
influence of alcohol, drugs or any other illegal or unlawful substance by CONTRACTOR or
CONTRACTOR'S employees, or CONTRACTOR'S subcontractors and employees at any time at
the Work site or while on company business is prohibited. CONTRACTOR shall institute and
enforce appropriate drug testing guidelines and program.
All accidents or injuries to CONTRACTOR'S employees working on the job site must be reported
verbally and in writing to the ENGINEER immediately, and within no more than eight (8) hours.
The safety precautions actually taken and their adequacy shall be the sole responsibility of the
CONTRACTOR, in his sole discretion as an independent contractor. inclusion of this paragraph in
the Agreement, as well as any notice which may be given by the OWNER or the ENGINEER as
the OWNER's representative concerning omissions under thus paragraph as the Work piogresses,
are intended as reminders to the CONTRACTOR of his duty and shall not be construed as any
assumption of duty to supervise safety precautions by either the CONTRACTOR or any of his
subcontractors.
4.23 PROTECTION OF ADJOINING PROPERTY. The CONTRACTOR shall
employ proper means to protect the adjacent or adjoining property or properties in any way
encountered, which might be injured or seriously affected by any process of construction to be
undertaken under this Agreement, from any damage or injury by reason of said process of
construction, and he shall be liable for any and all claims foi such damage on account of his
failure to fully protect all adjacent or adjoining property. THE CONTRACTOR AGREES TO
00700 - 14 of 33
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CITY OF PEARL AND
INDEMNIFY DEFEND, SAVE AND HOLD HARMLESS THE OWNER AND ENGINEER
AGAINST ANY CLAIM OR CLAIMS FOR DAMAGES, LOSS, COSTS OR EXPENSES,
INCLUDING BUT NOT LIMITED TO ATTORNEY S FEES, DUE TO ANY INJURY TO ANY
ADJACENT OR ADJOINING PR
RAOCT TREGARD ESS OF WHY, ARISING OR GRWING OUT ETHER OR NOTFTHE
SUCH
PERFORMANCE OF THE CONE
DAMAGE LOSS, COST OR EXP � ABILITY OF OWNER AND/OR ENGINEER IS CAUSED IN PART BY THE NEGLIGENCE
GROSS NEGLIGENCE OR STRICT
4.24 PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS,
MATERIALMEN AND FURNISHERS OF MACHINERY,PQUIPMENT AY WHEN DUD AND WILL
SUPPLIES.
THE CONTRACTOR AGREES THAT HE WILL PROMPTLY
INDEMNIFY, SAVE AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
ALL CLAIMS GROWING OUT OF THE DEMANDS OF SUBCONTRACTORS, LABORERS,
WORKERS, MECHANICS, MATERIALMEN O DLS AN FURNISHERS
ALL SOF UPPL CHIN RY AND
D
PARTS THEREOF EQUIPMENT POWER
COMMISSARY, INCURRED IN THE FURTHERANCE OF THE PERFORMANCE OF THIS
CONTRACT. When so desired by the OWNER, the CONTRACTOR shall furnish satisfactory
evidence that all obligations of the nature hereinabove designated have been paid, discharged or
waived. If the CONTRACTOR fails to do so, then the OWNER may, at the option of the
OWNER, either pay dnectly any unpaid bills of which the OWNER has written notice, or
withhold from the CONTRACTOR'S unpaid compensation a sum
of evidencemyi d fern ddhreedasonathat ablll
sufficient to liquidate any and all such claims until satisfactory
liabilities have been fully discharged,
whereupon
this Contract. ts to the CONTRACTOR shall be
resumed in full, in accordance with the
Any and all communications between any parties under this paragraph shall be in writing.
Nothing contained in this paragraph or this Agreement shall create, establish or impose any
relationship, contractual or otherwise between OWNER and any subcontractor, laborer or supplier
of CONTRACTOR, nor shall it create, establish or impose any duty upon OWNER to pay or to
see to the payment of any subcontractor, laborer or supplier of CONTRACTOR.
4.25 PROTECTION AGAINST ROYALTIES OR PATENTED INVENTION. The
CONTRACTOR shall pay all royalties and license fees and shall provide for the use of any
design, device material or process covered by letters patent or copyright by suitable legal
agreement with the patentee or owner thereof THE CONTRACTOR SHALL DEFEND ALL
SUITS OR CLAIMS FOR INFRINGEMENT OF ANY PATENT OR COPYRIGHT AND
SHALL INDEMNIFY SAVE AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY LOSS OR LIABILITY ON ACCOUNT THEREOF, EXCEPT SUCH SUITS AND
CLAIMS ARISING OUT OF A PARTICULAR DESIGN DEVICE, MATERIAL OR PROCESS
OR THE PRODUCT OF A PAR] ICULAR MANUFACTURER OR MANUFACTURERS
SPECIFIED OR REQUIRED BY THE OWNER; PROVIDED, HOWEVER, IF CHOICE OF
ALTERNATE DESIGN DEVICE MATERIAL
OR OR ISHOULD HAVE KROCESS IS NOWN OF THE
WED TO THE
CONTRACTOR, OR IF CONTRACTOR KN
PATENT OR COPYRIGHT AND FAILED TO PROMP FLY NOTIFY OWNER IN WRITING,
THEN THE CONTRACTOR SHALLINDEMNIFY,DEFEND,
ON ADCCOUNT TH REO}:LD THE
OWNER HARMLESS FROM ANY LOSS OR
4.26 INDEMNIFICATION.
CANONTRACTOR AGREES D THE OWNER HARMLESSOFROM ANY
INDEMNIFY AND HOLD THE ENGINEER 00700- is of33
07/2006
GENERAL CONDITIONS OF AGREEMENT
CITY OF PEARLAND
CLAIMS OR DEMANDS OF ANY NATURE WHATSOEVER
CONTRACTOR ORMBYOYEE,
ANY
EMPLOYEES, AGENTS OR SUBCONTRAC FORS OF OTHER GROUPS,
UNION, TRADE ASSOCIATION, WORKER'S YSSREORESENOT N NGOEMPLOYEES OF THE
ASSOCIATIONS OR INDIVIDUALS, ALLEGEDNTRACTOR CONTRACTOR, IN ANY DISPUTE BETWEEN10LVINGTHE COGROW NG OUTNOF lOR
EMPLOYEES, DIRECTLY OR INDIRECTLY
ARISING FROM CLAIMS BY SUCH CONDITIONS OYEES OR ANY OTHER S M IFO�R
R WAGES, SALARY,
ENEFITS, WORKING
COMPLAINT NT OR CLBAIM WHICH MAY BE MADE
IERS
THE CONTRACTOR, HIS SURETIES AND INSURANCE RENGINEERLAND THE R
INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE
RESPECTIVE OFFICERS, REPRESENTATIVES, A SENTS A DND EMSPLOYEES
UITS, F O LlIT AND
AGAINST ALL DAMAGES, CLAIMS, LOSS
JUDGMENTS AND COSTS OF ANY CHARACTER ANDfSHALOL BE REQUIRED INCLUDING
TO
REASONABLE ATTORNEY S FEES AND EXPENSES,
PAY ANY JUDGMENT THEREFOR WITH
COSTS,
SOR WHAICH
Y MAOFTH BEEIOFF IINRD
AGAINST THE OWNER AND/OR THE ENGINEER
REPRESENTATIVES AGENTS OR EMPLOYEES,
RESUL ARISING NG FROM TOHEOERFORMANCE
FROM OR ALLEGEDLY ARISING OUT OF OR
OF THE WORK, PROVIDED THAT ANY SUHDAMAGES, CLAIM, LOSS, DEMAND,
SUIT, LIABILITY, JUDGMENT COST OR EXPENSE:
IN
R
(A) ARISES OUT OF OR REST OF ORLTS ROM IN WHOLE RESLILTS FROM IONRWHOL ROROIN
ALLEGEDLY ARISES OU
PART, ANY BREACH OF THIS AGREEMENT OR BREACH OF
WARRANTY BY CONTRACTOR; OR
SEASE
(B) IS A I RIBUTABLE TO BODILY INJURY, SICKNESS, DESTRUCTION OF TANGIBLE PROPERTY,
DEATH OR INJURY TO OR
INCLUDING THE LOSS OF USE RESULTING THEREFROM; AND
IN
IS CAUSED IN WHOLE OR INPART CNT ACT OR OMISSION OFOR IS ALLEGEDLY ITHE
WHOLE OR IN PART BY ANY
CONTRACTOR, ANY SUBCONTRACTOR,OIZINDIRECTLY EMPLOYED BY
EMPLOYEES OR ANYONE DIRECTLY
ANY ONE OF THEM OR ANYONE
OF WHETHER OR NOT IT ISO
F THEM
MAY BE LIABLE REGARDLESSCAUSED
IN PART OR ALLEGEDLY CAUSED
LIABIL LIABILITY OF OWNER, ENGINEER
GROSS NEGLIGENCE OR STRICT
AND/OR A PARTY INDEMNIFIED HEREUNDER.
Notwithstanding the foregoing or anything in the Agem entCivto
the Preccoe r aay, in accoerdance
Code,
with
the provisions of Section 130.002 of theTexas
CONTRACTOR shall not be obligated to indemnify
is caused byharmlo�srels�lENGINEER, efectsiin plans,
servants or employees, from liability for damage
designs or specifications prepared, approved or used by the ENGINEER, or negligence of the
f any
ENGINEER in the rendition of conduct of professional
ec ficatiornses that llefor or ard a part of �thesinc onstrot oi�cti n
construction contract and the plans, designs orsp 00700 - 16 of 33
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GENERAL CONDITIONS OF AGREEMENT
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
contract, and arises from personal injury or death, property injury, or any other expense that arises
from personal injury, death, or property injury.
survie notwithstanding
This indemnity agreement is a continuing obligation,
of the warrantyl period, termination of the
completion of the Work, Final Payment, expiration
Contract, and abandonment or takeover of the Work.
not
mited by a limitation on
CONTRACTOR'S indemnification obligations
benefits payable shall
by orb for►the CONTRACTOR or a
amount or type of damages compensation or
subcontractor under workers' compensation acts, disability amounts benefit or coverage sof insurance provided to
acts, and shall not be limited by any limitation
be provided under this Contract.
4.27 LOSSES FROM NATURAL CAUSES. All Toss, cost, expense or damage to the
done or from any
CONTRACTOR arising out of the nature ame othe
fi•om tthe actioneof the elements, or fromf un� seen al
circumstances in the prosecution of the, or
obstructions or difficulties which may beencounterat
his ow dcin the prosecution of the Work, shall be
sustained and borne by the CONTRACTOR
se.
4.28 GUARANTEE. The CONTRACTOR hereby guarantees all the Work under the
Contract to be free from defects or deficiencies g
a ainst unusual idamageevery
fi•o nparticular
proper and usual from
use;
defects or deficiencies in workmanship; and
and agrees to replace or to re -execute without cost to e e wOVNER such ith the Contracto►cumentsyand to make
be found to
be defective, deficient or otherwise not inonformanc
good all damages caused to other work or material, due to such defective Work or due to its
required replacement or le -execution. This
ubstantial uarantee Co repletion of Work e rider the Contract m the
as
date of Substantial Completion or Partial S
evidenced by the Certificate of Substantial � onnpin t►he Cont act the
Do umeertintsashall el eve of ►the
Completion, Final Payment, nor any provi
CONTRACTOR of the responsibility for defectivedeficient
Thetor non-confot one-year ming material or guarantee will
workmanship during the period covered by guarantee
not limit the OWNER S other rights underafter oneea
common
law with r f this orespect
year guarantee antee conflicts with
or non -conforming Work discovered Y
other warranties or guarantees, the longer period of warranty or guarantee will govern.
5.0 PROSECUTION AND PROGRESS
of
5•01 TIME AND ORDER OF COMPLETION. that the►s the meaning and CONTRACTOR shalitbetalloweid
s
Contract, unless otherwise herein specifically provided,
to prosecute his Work at such tines and seasons, in such o►der of precedence, that dhe oin such manner
rder and the
as shall be most conducive to economy of construction; provided, however,h
time of prosecution shall be such that the Work shall be SubstantiallyCompletedplleteed also, tat
ah� hote n d then
part, in accordance with this Contract and the Contract Time; provided,
OWNER is having other work done, either by contract or by his own forces, the ENGINEER may
at
direct the time and manner of constructing torlWd° ne works being g thiser Contract
foi'atheso OWNER shall be
ict will
be avoided and the construction of the various
harmonized, and the CON TRACTOR shall fully cooperate and coordinate its Work with OWNER
or such other contractors.
00700 - 17 of 33
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CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
The CONTRACTOR shall submit, at such times as may reasonably be requested by the
ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to
carry on the Work with dates on which the CONTRACTOR will start the several parts of the
work, and estimated dates of completion of the several parts. Such schedules shall show
completion of the Work within the Contract Time, and/or shall show such recovery efforts as
CONTRACTOR intends to undertake in the event Substantial Completion of the Work is delayed.
5.02 EXTENSION OF TIME. The CONTRACTOR agrees that he has submitted his
Proposal in full recognition of the time required for the completion of this Project, taking into
consideration the average climatic range and industrial conditions prevailing in this locality, and
has considered the liquidated damage provisions as hereinafter set forth, and that he shall not be
entitled to, nor will he request, an extension of time on this Contract, except when Substantial
Completion of the Work has been delayed solely by any act or neglect of the OWNER, the
ENGINEER, or any employee of either, by other contractors employed by
the any other OWNER,
by
wanyh
approved change in the Work, by strikes, lockouts, fires, Actsoorby
the ENGINEER shall decide justifies the delay. Justified delays include rainfall or other weather
conditions that prevent the CONTRACTOR from performing more than one-half of the typical
work day. The CONTRACTOR shall give the ENGINEER prompt notice, in writing and within
three (3) days of the start of any such delay, of the cause of any such delay, and its estimated effect
on the Work and the schedule for completion of the Work. Upon receipt of a written request for
an extension of the Contact Time from the CONTRACTOR, supported by relevant and all
requested documentation, the ENGINEER shall submit such written request, together with his
written recommendation, to the OWNER for consideration. If the delay is not attributable in
whole or in part to any act or omission of CONTRACTOR, its subcontractors or suppliers, and if
the OWNER determines that CONTRACTOR is entitled to an extension of time under the terms
of the Contract, the OWNER shall grant an extension of time for Substantial Completion of the
Work, sufficient to compensate for med exceyt as ndaysuch extension be otherwise provided time
hereinhall be
CONTRACTOR s sole and exclusivey, p
The Contract Time as defined in the Proposal and other sections herein contains 40 Rain
Days, based on the average annual rain days from June 1898 to December 1996 as contained in the
Alvin Weather Center records. The CONTRACTOR is required to keep record of all
weather related delays and to submit the monthly count on each Pay Application. The Owner's
Representative shall review and signed off on this record as a part of the Pay Application approval
process every month. If, during preparation of the Balancing Change Order, the status of the work
progress requires an extension of the Contract Time, Weather Days shall be added to the
Completion Date equal to the total number of Weather Days approved less the original 40 days
resident in the original Contract Time. The Addition of Weather Days will only alter the Contract
Time when Weather Days have been added by Change Order If the Work is completed prior to
the Completion Date, No Weather Days will be added. The addition of Weather Days shall be the
CONTRACTOR'S sole remedy for delays to the completion of the Work due to weather
conditions and their addition to the Contract Time shall not affect the Contract Price through any
"per deim" adjustment to the General Conditions costs, Temporary Facilities costs or any other
costs associated with the extension of the Contract Time.
5.03 HINDRANCES AND DELAYS. in executing the Contract, the CONTRACTOR
agrees that in undertaking to complete the Work within the time herein fixed, he has taken into
consideration and made allowances for all interference, disruption, hindrances and delays incident
to such Work, whether glowing out of delays in securing material, workmen or otherwother -ise. 1e �No
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
claim shall be made by the CONTRACTOR for aca uses,e during the progress of anyoss, costs or expense poiof
from
interference disruption, hindrances or delaysany of
the Work embraced in this Contract, except where the s✓representative, rk is r suspnd suchedsby order
or
the OWNER, or the ENGINEER as the
suspension is not attributable to any act or omission of CONTRACTOR.
5.04 SUSPENSION OF WORK. OWNER may, without cause, order the
CONTRACTOR in writing to suspend the Work,Cno i la°t e Time shall beor in part, oadjusted for such �any increasof time e
s
OWNER may request. The Contract Price and/oro
in the cost of or the time required for performance
the
o • would h ave been suspended by ancause
adjustment shall be made to the extent performance was
for which CONTRACTOR is responsible, or to the extent an adjustment is made or denied under
another provision of the Contract Documents.
5.05 LIQUIDATED DAMAGES FOR DELAY: It is understood and agreed that time
is of the essence, and that the CONTRACTOR Substantially mmence the Compl to t e Workork nthe wrthindate the Contract d
herein or in any Notice to Proceed, and will
Time It is expressly understood and agreed, by and between the CONTRACTOR and the
OWNER, that the time for the Substantial Completion of the Work described herein is reasonable
time tor the completion of the same, taking consideration
onsthisr locality. CONTRACTOR average climatic forth e
and
conditions and usual industrial conditions prevailing
agrees that a breach of this Contract as to completion
mpletionrond time
ethatill cause
useidneng will e to tbe OWNERI
t.
and that such damages cannot be accurately
Therefore, the parties agree that for each and very of the lendar day the Contract Time, the CONTRACTOR shall
ork or any portion thereof
shall remain uncompleted after the expiration
pay, as liquidated damages and asndard Form of estimate
igreemof OWNER s damages, and not as a
penalty, the amount set out in the Standard
an
y
e
However, the foregoing agreement as to liquidated nt of damages amages constitutes
wh�ch theyOWNER mwilltsi stahn
OWNER and the CONTRACTOR as to the amount
com
ete the work within the
e.
by reason of the CONTRACTOR S failure to pibreach by CONTRACTOR,tthetOWNER maa
the OWNER suffer damage by reason of any other
recover such actual damages in addition to any liquidated damages due.
The OWNER shall have the right to deduct and withhold the amount of any and all such damages
whether it be the minimum amount stipulatedabove
such amount
ootherwise, ffiomthe
m any
monies
CONTRACTOR lt to
and
said CONTRACTOR, or the OWNER may recover
ll be
tive
e
the sui eties of his bond; all of such remedies
amade nelecti n by and phoceOWNER
ed ng to enforce anyb
required to elect any one nor be deemed tohavean
one remedy.
5.06 CHANGE OF CONTRACT TIME: The Contract Time may only be changed by a
Change order. Any claim for an adjustment of
thertract Time shalparty and to thle be ENGINEER pronptly,based on written tbut
deliveredice
by the party making such claimo
in no event later that thirty (30) data,
the event ng withinse to thirty days the
claim.
��oNotice
f the occurrence
the
tir eextent
nce
of the claim, along with supporting , shall be delivered
written
t
is
and shall be accompanied by the claimant's has reason to believe it it as theadjust
asma�esultmofdthe
the entire adjustment to which the claimant
occurrence of said event. All claims for adjustment in Contract Time shall be determined by ot3e
07/2006
CITY OF PEARLAND
ENGINEER in accordance with the requirements of this paragraph.
minimum, the following data:
A. Information showing that the time requested is
Contract and in addition to the Contract
B. Information documenting that the number of days requested is accurate for the
C. Revised, current construction schedule showing that the time requested affects
event.
the project's critical path.
5.07 DELAYS BEYOND OWNER'S AND
ofOthe CONTRACTOR'S
theContractCONTROL: Where
e
CONTRACTOR is prevented from completing any part
to delays beyond the control of the OWNER and the CONTRACTOR work,including,
tt limited
e
to, interference by utility owners or other contra performingtime lost.
R
entitled to an extension of the Contract Time in an amount
rice as aequal to result of such delays ION NO EVEN
shall not be entitled to any increase in ContractF
SHALL OWNER BE LIABLE TO CONTRACTOR FOR DAMAGES of, the CONTRACTOR, OUT OFrO(i )
R
RESULTING FROM (i) Delays caused by or within the control
utility
Delays beyond the control of both partie�� rcworkg,fibut
res, floods,limited
ep deoinics� byl
weather
owners or other contractors performing oault,
ch of
conditions, acts of God, even if such delays are
e in part to the Deceptive Trade Actnorligence other stct liability lwitho rt rega d
contract or warranty, violation of the Texas p
to fault of OWNER. An extension of Contract time shall be CONTRACTOR'S sole and exclusive
remedy for any such delays
Delays attributed to, and within
a Subcontractor or Supplier shall be
deemed to be delays within the control of the CONTRACTOR.
6.0 MEASUREMENT AND PAYMENT
6.01 DISCREPANCIES AND OMISSIONS. If the CONTRACTOR knows or
reasonably should have known of any discrepanciesENGINEER andomissions obta'n►n the a clar ficationpby eci(Addendum
cations or
Contract Documents, he shall notify th
ER prior to
before the proposals are received, and if no considered that the CONTRACTOR
° request
►s received by the ENf illyLunderstands
the opening of proposals, then itshall b the
the Work to be performed and has provided
ions�andnt sums in his Cont act Documents. It �s further understood
ork
in accordance with the Plans and Specifications
that any request for clarification must be submitted no later than five (5) days prior to the opening
of proposals.
6.02 QUANTITIES AND MEASUREMENTS No extra or customary measurements
of any kind will be allowed, but the actual measured and/or computed length, area, volume,
number and weight only shall be considered, unless otherwise specifically provided.
6.03 ESTIMATED QUANTITIES. This Agreement, including the Specifications,
Plans and Contract Documents, and inclidnt�any
be fon shed 1 ereunderthWhere ein, ithentest�� ted
to
convey all Work to be done and material
under
quantities are shown for the various classes of Work to be to be used onldyone and as a basis forma� ting thehp�ob ble
this Contract, they are approximate and a
cost of the Work and for comparing the Proposals donoffered
for
to►ke It is understoodfurnished and
agreed that the actual amount of Work to 00700 - 20 of 33
07/2006
GENERAL CONDITIONS OF AGREEMENT
Contractor shall submit, as a
not included in the existing
CITY OF PEARLAND
Contract may differ from the estimates and that the itemlisted
all orot give arse tomtequantiti s stated,
and/or any difference between estimated and actual
CONTRACTOR against the OWNER for lossanticipated �profits or other compenense, damaes, unit price adjustment,
quantity differences, unrecovered overhead or lost or
is Contrct that
ll
rk
6.04 PRICE OF WORK. It is agreed tchat it ionssthe and othertCoofn tact Docannentsais tobe
described in the Proposal, the Plans and Specificationsch done for the purchase prices proposed by the CONTRACTORae with theand that `int ntrof theselContract
all appurtenances necessary to complete the Work n acco d
Documents as interpreted by the ENGINEER and all costs, expenses, bond and insurance
ion of the furnishing of all the necessary
premiums, taxes, overhead, and profit. omn let osndof all Work by the CONTRACTOR, and upon
labor, equipment and material and the c ped in this Contract in full
the completion of all Work and the delivery of all
aa trees tompaycto the CONTRACTOR the
conformity with the Contract Documents, the OWNER b
prices set forth in the Standard Form of Agrrat,
any obligation to for the material 1pay for any services
y used and set vices
actually performed however, the OWNER does
not
or material not actually authorized and used. The x, CONTRAand all CTOR or tihereby for the aforesaid Work,
prices as payment in full for furnishing all mate'the and for all expenses incurred by him, and for full per�henance Plan ofoandthe
Work anSpec fiicaUons and whole
Contract
in the manner and according to this Agreement,
Documents, and the requirements of the ENGINEER.
l
6.05 PAYMENTS. No payments made or approvals actceitherr ates m whole hnlpa t,
e
considered as conclusive evidence of the performance of the Cont
nor shall any certificate approval or payment
atdeted as acceptance
during ctive, tl e
or non -conforming Work. CONTRACTOR shall,any time requested
Work, furnish the OWNER or the ENGINEER with an affidavit showing the CONTRACTOR'S
total outstanding indebtedness in connection with the
or Work
Before
Final Paymethe entais
made,uthe
CONTRACTOR shall satisfy the OWNER by affidavit
aid
ct
claims due subcontractors, suppliers or laborers y Payment bhalleason of any constit to a under the
and all chins
Acceptance by CONTRACTOR of Final Pa y
otk, or
of whatsoever nature against OWNER arjNEERng out
whi h have related notto the Contract, theretofore beenrt inelyJfiled as
any acts or omissions of OWNER or ENGINEER,
provided in this Contract.
6.06 PARTIAL PAYMENTS. When the Contract Price is a lump sum amount, prior to
the first Application for Payment, CONTRACTOR lshall `rthrert to entire Con1t'act Pr forethe
eview and
approval a Schedule of Values, which shall y allocate
various portions of the Work and shall be prepared
in such form anbly r•equ ra. s`The pportS heduleby rof Value
substantiate its accuracy as the ENGiNEER mayreasonably p royal, this
shall follow the trade divisions of the Specifications so far as practicable. Upon approval, p
Schedule of Values shall be used by EN PayNEER as the basis for reviewing the ►nent shall indicate the percentage of conplet onr
Application for Payment Applications foof
each portion of the Work as of the end of the period covered by the Application for Payment.
On or before the tenth day of each month, the CONTRACTOR shall prepa►e and submit to the
ENGINEER, tor approval or correction an application for partial payment being a statement
showing as completely as practicable the total value of the Work done by the CONTRACTOR up
to and including the twenty-fifth day of the preceding month; said statement shall also so in l 2de l the
07/2006
GENERAL CONDITIONS OF AGREEMENT
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
value of all conforming materials to be fabricatedsitonlothe Work dwill►ed in accordance with
be made for materials
manufactu►er's recommendation at the Work Y. No payment
stored until Owner has approved in writing storage at the Work site. The ENGINEER shall then
review such statement and application for pfie�athe datenENGINEER t and the receives CONTRACTOR'S
ress of the Work made by
the CONTRACTOR and, within ten days
application for payment, if the application is
foundto be accui ate
ENGINEER s�all correct
prepare a preliminary
d conforming to
the requirements of the Contract Do
certificate for partial payment and shall deliver ENGINEER findsthat CONTRACTOR'S application
ry certification for ►
ent to the
OWNER and the CONTRACTOR or, ►f the
for payment contains an error or is otherwise rdicertif� certificate fore all part�al paymtify ent CONTRACTOR
the Oi►ndisputed
error or dispute, and shall prepare a preliminary
amount of the application foi payment due CONTRACTOR and deliver it to the CONTRACTOR that a bona fide disputeOfor d
CONTRAC FOR. ENGINEER'S notice to payment
exists shall include a list of the specific reasons for nonpayment
The OWNER shall then pay the CONTRCOR,thewithin
undisputed balance due�lessthe
appl cable
ENGINEER'S receipt of the application forpayment,
ained or
retainage and further less all previous payments ms of this1nd Agrelementt. e CONTRACTOR may sums that may is ►bmit a
withheld by the OWNER under the ter
corrected application for payment after its receipt of the ENGINEER'S notice of error or dispute,
and such co►rected application for payment shall be reviewed by the ENGINEER and disputed or
paid under the same procedure and within the same time limits set out above.
As a condition of any progress payment under this Agreement, CONTRACTOR shall execute and
deliver to ENGINEER and OWNER a full release of all claims direct or indirect at law or in
equity, arising out of or related to the Work to date, excluding retainage or any claims previously
submitted as required under the terms of the Contract, and specifically identified and excluded by
CONTRACTOR in the release.
OWNER shall be entitled to retain from each progress payment five percent (5%) of the amount
thereof. Such ►etainage shall be retained until Final Completion and satisfaction of all conditions
for Final Payment. It is understood however, that in case the whole Work be near to completion
as certified by the ENGINEER, and some unexpected or unusual delay occurs, through no neglect
or fault on the part of the CONTRACTOR, the OWNER may, upon written recommendation of
the ENGINEER pay a reasonable and equitable portion of the retained percentage to the
CONTRACTOR or the CONTRACTOR, at the OWNER'S option, may be relieved of the
obligation to frilly complete the Work and thereupon, the CONTRACTOR shall receive, at the
OWNER'S option, payment of the balance due him under the Contract for Work completed in
accordance with the Contract Documents, subject to OWNER's rights to otherwise withhold or
retain payments, and subject to the conditions set forth under "6.08 FINAL PAYMENT."
The Owner at its option and in compliance with Texas law may reduce retainage to less than the
above -stated percentages.
6 07 USE OF COMPLETED PORTIONS & PUNCHLiST. The OWNER shall have
the right to take possession of and use any completed or partially completed portions of the Work,
notwithstanding that the time for completing the entire work suchor portions
may oany ►work not
ot have
expired but such taking possession and use shall not be deemed an acceptance of
completed in accordance with the Contract Documents. If such prior use increases the
e cost
0 t2of or
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
delays the Work, the CONTRACTOR shall promptly and within three (3) days of OWNER's
taking possession, give OWNER written notice of same, and CONTRACTOR may be entitled to
such extra compensation or extension of time, or both, as may be determined in accordance with
the provisions of this Agreement.
6.08 SUBSTANTIAL COMPLETION. The CONTRACTOR shall notify the OWNER
AND ENGINEER, by letter executed by a duly qualified officer of CONTRACTOR, that in
CONTRACTOR'S opinion, the Work of the Contract, or an agreed portion thereof is
Substantially Complete". Upon receipt, and within a reasonable time thereatte►, of such notice,
the ENGINEER and the CONTRACTOR shall jointly perform a walk-through and inspection of
the Work to determine the status of all or the identified portion of the work, and shall prepare a
detailed list of unfinished, incomplete, defective and/or non -conforming Work ("Punchlist"). If the
ENGINEER determines that the Work is Substantially Complete in accordance with the Contract
Documents, the ENGINEER shall issue to the OWNER and the CONTRACTOR a Certificate of
Substantial Completion. OWNER shall have seven (7) days after receipt of Certificate to make
written objection to the ENGINEER as to any provision of the Certificate or the attached list of
non -conforming work. If ENGINEER concludes that the Work is not Substantially Complete,
ENGINEER will within fourteen (14) days, notify CONTRACTOR of the ieason he believes the
Work is not Substantially Complete
Upon Substantial Completion of the Work, ENGINEER will deliver to OWNER final
CONTRACTOR a written recommendation as to division of responsibilities, pending
payment and acceptance with respect to security, maintenance, utilities and damage to the Work,
except as otherwise provided in the Certificate of Substantial Completion. NEITHER THE
SUBSTANTIAL COMPLETION OF THE WORK, NOR "I HE OMISSION OF AN ITEM FROM
THE PUNCHLIST, SHALL EXCUSE THE CONTRACTOR FROM PERFORMING ALL OF
THE WORK UNDERTAKEN, WHETHER OF A MINOR OR MAJOR NATURE, AND
THEREBY COMPLETING THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS. The Certificate of Substantial Completion shall establish the time period within
which CONTRACTOR shall complete the Work for Final Acceptance by the Owner and
ENGINEER.
6.08-1 OWNER shall have the right to exclude CONTRACTOR fiom the Work after the
date of Substantial Completion, for security requirement ►easons. OWNER may establish an
access procedure to facilitate CONTRACTOR'S uninterrupted access to the Work for the purposes
of completing and correcting all items on the Punchlist in an expeditious manner.
6.09 FINAL PAYMENT. Final payment of the Retainage withheld from the Contract
Price shall be made by the OWNER to the CONTRACTOR at such time as:
(a) the Work, including all Change Orders and including all Punchlist work, has been
fully completed in strict accordance with the Contract Documents;
(b) the Contract has been fully performed except for the CONTRACTOR'S
responsibility to correct nonconforming Work during the warranty period set forth
in the Contact Documents, and to satisfy other requirements, if any, which
necessarily survive final payment;
(c) CONTRACTOR delivers to OWNER a certificate evidencing that insurance
required by the Contract Documents to remain in force after final payment is
00700 - 23 of 33
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
currently in effect and will not be cancelled or allowed to expire until at least 30
days prior written notice has been given to OWNER;
(d) CONTRACTOR delivers to OWNER a Consent of Surety, if any, to final payment;
CONTRACTOR delivers to OWNER a complete set of As -Built Drawings,
reflecting all deviations from the Plans, Specifications and approved shop drawings
in the Work actually constructed, and delivers all maintenance and operating
manuals and/or instructions;
(f) CONTRACTOR delivers to OWNER all building certificates required prior to
occupancy and all other required inspections / approvals / acceptances by city,
county, state governmental entities or other authorities having Jurisdiction;
CONTRACTOR delivers to OWNER assignments of all guarantees and warranties
from subcontractors vendors suppliers or manufacturers, as well as names,
addresses and telephone numbers of contacts for each subcontractor, vendor,
supplier or manufacturer;
(h) CONTRACTOR removes all equipment, tools, temporary facilities, surplus
materials and rubbish from the site, and final cleans the site to OWNER's
satisfaction;
CONTRACTOR delivers to OWNER a Full and Final Release and Affidavit of
Bills Paid in the form attached hereto as Attachment No. 2, executed by
CONTRACTOR;
(j) CONTRACTOR delivers to OWNER all other documentation required to be
submitted to OWNER pursuant to the Contract Documents, including but not
limited to any special guarantees or warranties, operation and maintenance
manuals, etc'. in each case in a form satisfactory to OWNER as determined in
OWNER's sole discretion; and
(k) the Final Application for Payment has been approved by the ENGINEER and
OWNER.
Acceptance of Final Payment by the CONTRACTOR shall constitute a waiver of all claims by
CONTRACTOR against OWNER other than any claims previously made in writing by
CONTRACTOR against OWNER, and still unsettled, and except for claims arising out of thud
party actions, cross -claims and counterclaims. No interest shall be due or payable by OWNER to
CONTRACTOR on any sums retained or withheld by OWNER pursuant to the terms or
provisions of the Conti act Documents, except as otherwise provided by applicable law. Neither
the Certificate of Substantial Completion nor the Final Payment not possession of acceptance of
the Work shall relieve theftCONTRACTOR oan°�ar►•antits b'tgwh�h may be regrn for nred by law or of defective or
the
non-
conforming Work or for
Contract Documents.
6.10 CORRECTION OF WORK BEFORE FINAL PAYMENT. The CONTRACTOR
shall promptly remove from OWNER's premises all materials, equipment or Work which o is
s
07/2006
(e)
(g)
(i)
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
defective or otherwise not in conformance with the Contract Documents, whetheractually
incorporated in the Work or not, and CONTRACTOR shall, at his own expense, promptly p
ce
such materials, equipment o► Work with other materials conforming to the requirements of the
Contract The CONTRACTOR shall alma damaged the ny expense re noval1oorngi'eplacement. If
work of
CONTRACTOR or other contractors b by
CONTRACTOR does not remove and replace
unsuitable
ENGINEERWork
the OWNER may ►bemove,
after receipt of a written notice from the OWNER or the
replace and remedy such work at CONTRACTOR'S expense.
6.11 CORRECTION OF WORK AFTER FINAL PAYMENT. If within one (1) year
from the date of Substantial Completion or such longer period of time as may be prescribed by law
or by the terms of any applicable special warranty required by the Contract Documents, any of the
Work is found to be defective or not in accordance with the Contract Documents, CONTRACTOR
y after
shall, at its sole cost correct it and any other workCONTRACTOR shallbeaffected thereby lresponsible►for any
pt of a
written notice from OWNER to do so. In addition
damage to building contents, when such damage results from the CONTRACTOR'S use of faulty
materials or defective workmanshi a>]irenew and recommence for each corrected
tOthe ednamage ► bt ►ns not covered y 0 of Work
insurance. This warranty period shall
upon completion of the remedial wot k. This time period for correction by CONTRACTOR is in
addition to, and not in lieu of, all warranties or remedies, which exist at common law or by statute.
These warranty obligations shall survive the termination of this Contract, and shall be enforceable
by a decree of specific performance, in addition to such other rights and remedies available to
OWNER at law or in equity.
6.12 PAYMENTS WITHHELD. The OWNER may withhold, or on account of
subsequently discovered evidence `lato demand such extent asem►ay beate p necent of, essary to tprot ct OWNER
whole or part
of any certificate for payment or payment,
from loss on account of:
(a) Defective or non -conforming Work not remedied;
(b) Claims filed or reasonable evidence indicating probable filing of claims,
(c) Failure of the CONTRACTOR to make payments promptly to subcontractors or
for material or labor
(d) Damage to another contractor, OWNER, existing improvements on the site, or to
adjacent or adjoining property;
(e) Reasonable doubt that the Work can be completed for the unpaid balance of the
Contract amount;
Reasonable indication that the Work will not be completed within the Contract
Time;
Failure on the part of the CONTRACTOR to execute any and all documents,
releases or other documents presented to the CONTRACTOR for execution, as
provided for herein or otherwise;
(t')
(g)
07/2006
00700 - 25 of 33
CITY OF PEARLAND
(h) Liquidated or other damages due to late completion; and/or
(I) Any breach by CONTRACTOR of this Contract or any other agreement between
OWNER and CONTRACTOR
When the above grounds are removed to OWNER'S satisfaction, the withheld payment shall be
WNER may remedy the same for
made promptly. if the said causes are not so thcost theed reeoOf to CONTRACTOR and deduct such cost
CONTRACTOR'S account, charge the entire
from the Contract Sum or from any payments due or to become due under any other agreement
between OWNER and CONTRACTOR.
6.13 DELAYED PAYMENTS. ShoewOh the erNER mslto make of the Contra t Documents,
ayment to the
CONTRACTOR when payment is due in accordance
any interest due CONTRACTOR for late payments
mnentshall
CodeUas amended, and payment of such
with
the provisions of Chapte► 2251 of the Texas G growingout of
such t shall filly lipayment.
Shoand compensate any uld OWNER fail to pay CONTRACTOR y to the an undisputed amount due
such delay in payment. Sh
within the time limits provided in the rRsionsract rofapplicable
2251.051 ONof the TACTOR
as Government
notice required and comply with the p
Code, and shall thereupon be entitled to the rights and remedies provided therein.
7.0 EXTRA WORK AND CLAIMS
7.01 CHANGE ORDERS. Without invalidating this Agreement,
the
OWNER
mchay, at
any time or from time to time order additions, deletions orrevisions
will be authorized by Change Order to hapYepared y thee Orderbhall seEforth the baNGINEER ss for anyr ochangen by then
OWNER and the CONTRACTOR. The C b
Contract Price, as hereinafter set forth for Extra Work, and any change in Contract Time, which
may result from the change.
7.02 MINOR CHANGES. The ENGINEER may authorize minor changes in the Work
not inconsistent with the overall intent of the Contract rOR believes Dthat any minor ehangesva involving
by the
an increase in
Contract Price or time. If the CONTRACTORENGINEER involves Extra Woric or entitles him to an ve notice increase
sameinbyhe wr ttetract Price or the to the
Contract Time, the CONTRACTOR shallg
ENGINEER for a written Work Ordei, with copy to
fed knot
the CONTRACTOR shall be given prior to beginningtheOWNER. such notice
ior to
ch
n
ice
commencement of any minor change in theWork ea�e in the►Co Contract et or the Co tract Time
and request shall
constitute a waiver of any and all claims for an
arising out of or related to such changed work.
7.03 EXTRA WORK. it is agreed that the CONTRACTOR shall perform all work
undei the direction of the ENGINEEen presented the ENGINEER,►th a subject,ritten howeverato thO►aght of the
er Work
Change Directive or Wo►k Order signed y
CONTRACTOR to requiie written confirmation agreed that�h ef �►basisch hofc eopen►sationko adj�st�enttto the
Work Order by the OWNER. It is
CONTRACTOR for work either altered, added or deleted by a Change Order oi Work Change
Directive, o► for which a claim for Extra Work is made, shall be determined by one or more of the
following methods: 00700 26 of 33
07/2006
GENERAL CONDITIONS OF AGREEMENT
CITY OF PEAL_
GENERAL CONDITIONS OF AGREEMENT
Method (A) - By Contract unit prices applicable to the work, if any; or
Method (B) - By agreed unit prices or agreed stipulated lump sum price; or
Method (C) -
if neither Method (A) nor Method (B) be agreed upon before the Extra
Work is commenced, then the CONTRACTOR shall be paid the "Actual
Held Cost" of the work, plus fifteen pe►cent (15%), as full and final
compensation for the Extra Work and all costs and expenses, direct or
indirect, arising out of or related thereto.
In the
event said Extra Work or Change Order or Wotk Change Directive
work isheAcrt e Field
prford and
paid for under Method (C), then the provisions of this paragraph s apply
andCost is hereby defined as the cost to theONCONTRACTOR lies,trucks,all voentals of machineryrkers, such as nand
timekeepers, mechanics and laborers, and
materials,
rder
equipment, for the time actually employed � transon such portation ortation charges ned eces ara oly ncurredt together
ther
or Wo►k Change Directive work, plus actual all necessary incidental
with all power fuel, lubricants, water and similar operating expenses, plus
ecurity,
ld Age
expenses incurred directly on account of
►ateable►opo proportion premiums
f such xtra Work, including of ► o1nSPerfo►naOnce and
Benefits and other payroll taxes, and p
Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workers'
Compensation. and all other insurance o
as
amy befosuch work.law or ordnance, or the Contract
Documents, plus all payments to subcontractors
The ENGINEER may direct the form in which accounts of
The Cost"
or
l be kept
and the records of these accounts shall be made available to the ENGINEER.
OWNER may also specify in writing before thr� co ommences,
otherwisethod these ►ofaatters oing tshallobe
rk
and the type and kind of machinery and equipment
deteur►ined by the CONTRACTOR. Unless otherwise
wagreed upon, percent (100%), rices for the unless
of
machinery and equipment shall be determined by using one hundredd
otherwise specified, of the latest schedule �f Equipment
eu►pThe fifteen pense percentd (15%)bot the
y the
Associated General Contractors of America practicable.
"Actual Field Cost" to be paid to the CONTRACTOR,
office expense,andall other element of cost
profit, overhead general superintendence and field
and expense not embraced within the "Acteldoi ;stop accos unt of such Extra Work, in defined save that where
the
CONTRACTOR'S field office must be maintainedY
cost to maintain and operate the same shall be included in the "Actual Field Cost."
No claim for Extra Work of any kind will bea�,oCeonsunless
ctherordered
orywhttenENGINEER
appear to►the
a
written Work Oder. In case any orders or n
CONTRACTOR to involve Extra shallWork make whichr ittente requestld to theeive ENGINEER for a written
n or an
adjustment in the Contract Time hedays of ENGINEER s orders or
Work Order authorizing such Extra Work within ten (10) y
instructions, otherwise the orders or instons will e btitute or bedconstrued a minor ses. The issuance
an agreement or
of a Work Orde► by the ENGINEER shallnot conis
acknowledgement by the ENGINEER that the
eNotktcbut hallwhich sthe merely►Mnsttt autf e a d ecti e Work �►ao►the
Extra Wo► k outside the scope o} the Conti a
CONTRACTOR to perform the work, and the FCONTRACTOR Cost" thereofhaslproceed provided Winder Method (C)
work, and
shall keep an accurate account of the "Actual00700 - 27 of 33
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
Upon completion of the alleged Extra Workthe
t�Icat onlland pro►atpestation, otly and ►nhfo►ms
ten
(10) days submit his claim to the ENGINEERby proper cedecision on
provided by the ENGINEER The a NG�N is mutually ►tually agreeshall d r betweenr►t} enpa ties that the
CONTRACTOR's claim within ten (10) days.
CONTRACTOR'S
ENGINEER'S decision on anchanges
ess �n the Work or Extrar queons in on to Work,thhe Contract Price and/or the
e Work,
performance of the Work, any g
Contract Time, shall be final and conclusive and binding upon the patties Ifty (30) a theys of ENGINEERte date
of
shall fail to respond in writingtoShON disputeOoRob�ect to ENGINE's claim within ER'S decision on any claim,
submission, or if CONTRACTOR
and CONTRACTOR fails to file a Request frMnof dat such
of submission to the OWNER,tor
provisions of Article 9.0, within sixty (60) days after the
such longer period as the parties may agree toin a rng,a her d ONT all such shams held and
by
forfeit his right to make such claim for Extra Workany
the CONTRACTOR shall be deemed waived, forfeited and forevepbbapred.a CONTRACTOR
d piAe TOR disputeshall
continue to diligently prosecute the Work notwithstanding any pending
resolution process between OWNER and CONTRACTOR.
7.04 TIME OF FILING CLAIMS. Except as otherwise provided herein all questions
of dispute or adjustment shall be in writeons ordedr o !mstnce tonGoNEER whi h the CONTRACTORin thee
) days
desiresafter the ENGINEER has given any directions,
desires to take exception. The ENGINEER shall .Itis mutually agreed between the parties that
r l
exceptions, and render his final decision g
the ENGINEER'S decision on all claims or questions in relation to the Work, CONTRACTOR'S
performance of the Work, any changes ►��1 sivee Work
andr Extra Work, bind ng upon}�t eopart es�►iclne acasei the the
Contract Time shall be final and co
CONTRACTOR should desire to appeal from the ENG1NEER's of the OWNER andecisionthe CONTRA, the OCTOR t r t0} e
R
may request a meeting between representatives
purposes of appealing the ENGINEER'S decision directly to the OWNER, such meeting to occur
within ten (10) days after the date of the lOthe CON RACTORst or shallsuch longer sti 1 be aggp eriod cued afteras aa
be agreed to by the parties in writing.
meeting with the OWNER and/or his representativeoiod as thee Oparties mOay agree to have
►n wilting, 0to
days after the date of the meeting, or such longer p
file a Request for Mediation of such claim in accordance with the provisions of Article 9.0. In the
event the CONTRACTOR shall fail, for aab►Mason tthe timely
CONTRACTOR'sRequest
failure to tanely file
tion, the
OWNER shall be released of any and all liability,
a Request for Mediation shall constitute a waiver, forfeit a hall continue to diligently prosefinal bar ot all such claims dCubte
y
the CONTRACTOR against the OWNER.CONTRACTOR
the Work notwithstanding any pending claim, dispute, or dispute resolution process between
OWNER and CONTRACTOR.
8.0 DEFAULT
8.01 DEFAULT BY CONTRACTOR. In case the � OnotificationTORrshould the abWNER
andon
and fail or refuse to resume Work within five (5) days after ►
or the ENGINEER, or if the CONTRACTORactls Do�inenpts cmith if the the
orders of the CONTRACTOR othe w�se
R
when such orders are consistent with the
Conti defaults on its obligations under the Contract,OWNER aftershall g'vmg fiveve he (5)►ght, days►w►rittenso enot ce of
lects and
without prejudice to any other ► ights it ► y have,
default to CONTRACTOR and any surety, to terminate the Contract or any part thcieof and/o
or t33
o
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
take over or cause others to take over the Wori °eance and Payment Bondy part thereof, and to s►ep� tethe su et es for
on
the account of CONTRACTOR. Where Pe
these bonds shall be directed to complete the Work in conjunction with the notice of default, and a
copy of said notice shall be delivered to the CONTRACTOR.
After receiving said notice of default, the CONTRACTOR shall promptly and within no more than
b, not
three (3) days, remove from the Work any
Should►nery, equipment, or CONTRACTOR faiittois tn on the promptly remo�e such
intended for incorporation into the Work.
machinery, equipment or tools OWNER may remove such machinery, equipment or tools and
store same at CONTRACTOR's expense; ►eturn such machinery, equipment or tools to their
purported owner; or otherwise dispose of suchdemachinery, for equipment
the Wotokl,s as OWNER be sed insees
the
Any materials, supplies and/or equipment
completion of the Work by the OWNEor unfof►such e u ance Bonp►dnent, supplies
or another
contractor in completion of the Work; it being derstood that the use
and materials will ultimately reduce the cost to complete the Work and be reflected in the final
settlement.
Where there is no Performance Bond or in
with the notice for completion hereinabove
such notice, then the OWNER may provide
elective manners:
(a) The OWNER may thereupon employ such force of workers and use such
machinery equipment tools, materials and supplies as the OWNER may deem
necessary to expeditiously complete the Work and charge the expense of such
labor, machinery equipment, tools, materials and supplies to said
CONTRACTOR, and expense so charged shall be deducted and paid by the
OWNER out of such monies as may be due or that may thereafter at any time
become due to the CONTRACTOR under and by virtue of this Agreement or any
other agreement between OWNER and CONTRACTOR. In case such expense is
less than the sum which would have been payable under this Contract if the same
had been completed by the CONTRACTOR, then said CONTRACTOR shall be
credited with the difference. In case such expense is greater than the sum which
would have been payable under the CONTRACTOR and/or hise a�r surety shall been completed
rof pbY
such CONTRACTOR, then
pay the amount of such excess to the OWNER upon demand; or
(b) The OWNER, under sealed proposals, under the times and procedures provided for
by law, may let the contract for completion of the Work under substantially the
same terms and conditions which are provided in this Contract. In case of any
increase in cost to the OWNER under the completion contract as compared to
what would have been the cost under this Contract, such increase shall be charged
to the CONTRACTOR and the amount of such increase may be deducted by the
OWNER out of such monies as may be due or that may thereafter at any time
become due to the CONTRACTOR under and by virtue of this Agreement or any
other agreement between OWNER and CONTRACTOR, or the CONTRACTOR
and/or his surety shall promptly pay the amount of such increase to the OWNER
upon demand. However, should the cost to complete any such completion contract
prove to be less than what
have
complete
wit}� under this
Contract, the CONTRACTOR and/orhis surety shall be credited 00700 - 29 of 33
07/2006
case the surety should fail to commence compliance
provided for within ten (10) days after the service of
for completion of the Work in either of the following
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
in the event of a default by CONTRACTOR, no further payments shall be made to
CONTRACTOR under the Contract until the Work is Finally Completed. When the Work shall
have been Finally Completed, the CONTRACTOR and his surety shall be so notified. A complete
itemized statement of the Contract accounts, certified by the ENGINEER as being correct, shall
then be prepared and delivered to the CONTRACTOR and his surety, whereupon the
CONTRACTOR and/or his surety shall pay the balance due as reflected by said statement. The
OWNER, p►ior to incurring an obligation to make payment hereunder, shall have such statement
of completion attested to by the CONTRACTOR and the surety as accurate, and in exchange for
payment of the sum stated therein, the OWNER shall be entitled to a full and final release of any
claims or demands by the CONTRACTOR or the surety.
In the event the statement of accounts shows that the cost to complete the work is less than that
which would have been the cost to the OWNER had the work been completed by the
CONTRACTOR under the terms of this Contract, or when the CONTRACTOR and/or his surety
shall pay the balance shown to be due by them to the OWNER, then all machinery, equipment,
tools or supplies left on the site of the Work shall be turned over to the CONTRACTOR and/or his
surety. Should the cost to complete the Work exceed the Contract Price, and the CONTRACTOR
and/or his surety fail to pay the amount due the OWNER within the time designated above, and
the►e remains any machinery equipment tools, materials or supplies which are the property of
CONTRACTOR on the site of the Work, notice thereof, together with an itemized list of such
equipment and materials shall be mailed to the CONTRACTOR and his surety at the respective
addresses designated in the Contract, provided, however, that actual written notice given in any
manner will satisfy this condition. After mailing or other giving of such notice such property
shall be held at the ► isk of the CONTRACTOR and his surety, subject only to the duty of the
OWNER to exercise ordinary care to protect such property. After fifteen (15) days from the date
of such notice, the OWNER may sell such property, equipment, tools, materials or supplies, and
apply the net sum derived from such sale to the credit of the CONTRACTOR and his surety. Such
sale may be made at either public or private sale, with or without notice, as the OWNER may
elect. The OWNER shall release any machinery, equipment, tools, materials or supplies, which
remain on the Work, and belong to persons other than the CONTRACTOR or his surety, to their
reputed owners.
8.02 SUPPLEMENTATION OF CONTRACTOR FORCES. If CONTRACTOR at any
time shall in OWNER'S sole opinion, fail to furnish skilled workers, suitable materials, supplies
or adequate equipment sufficient for the prompt, timely and diligent prosecution of the Work in
accordance with OWNER s direction OWNER shall have the right, without prejudice to the
exercise of other remedies for the same default and without fully taking over the Work, to
supplement CONTRACTOR s foices and to expedite
a foi delivery
CONTRAC` OR' procure
countand
by `►employing
rnish such
workers, materials, tools, supplies or equipment
other contractors and suppliers engaged in the same class of work and charge the entire cost
thereof to CONTRACTOR, said cost to be deducted from sums due or to become due to
CONTRACTOR under the Contract or any other agreement with OWNER or any parent,
subsidiary or affiliate of OWNER.
8.03 CUMULATIVE REMEDIES & SPECIFIC PERFORMANCE. All rights and
remedies of OWNER, under the terms of the Contract and/o► available at law or in equity, are
cumulative In the event CONTRACTOR or any of its subcontractors. vendors or suppliers fails
or refuses for any reason to provide timely manufacture, fabrication, delivery, installation,
00700 - 30 of 33
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
erection, construction or completion of any supplies, materials, expendables, equipment,
machinery, accessories or appurtenances to be furnished hereunder, CONTRACTOR
acknowledges and agrees that such items are required, necessary, essentially unique to the Project
and the Work and will cause irreparable harm to OWNER and the Project if not furnished in
accordance with the Contract, and OWNER shall have the right to obtain a decree of specific
performance and mandatory injunctive relief from any Court of competent jurisdiction to ensure
the timely furnishing of such items.
8.04 CROSS -DEFAULT. if, for any reason, CONTRACTOR is declared in default
and/or terminated by OWNER under any other agreement with OWNER, whether related to the
Project or not related to the Project OWNER shall have the right to offset and apply any amounts
which might be owed to OWNER by CONTRACTOR under any other such agreements against
NER under the Contract, any
any earned but ranaCONTRACTORowing
inderCONTRACTOR
Cont actt orby any0unearned unpa d amount under
retainage earned byy
the Contract.
8.05 INSOLVENCY. It is recognized that if CONTRACTOR becomes a debtor in
voluntary or involuntary bankruptcy proceedings makes a general assignment for the benefit of
creditors, or if a receiver is appointed on account of his insolvency, such events could seriously
impair or frustrate CONTRACTOR'S performance of the Work Accordingly it is agreed that
should CONTRACTOR become a debtor in bankruptcy, either voluntary or involuntary,
CONTRACTOR shall notify OWNER in writing within twenty-four (24) hours of the filing with
the bankruptcy court Further, it is agreed that upon occurrence of any one or more such events,
OWNER shall be entitled to request of CONTRACTOR or its successors, trustees or receivers,
adequate assurances of future performance. In the event such adequate assurances are not given to
the reasonable satisfaction of OWNER within seventy-two (72) hours of such request, OWNER
shall have the right to immediately invoke the remedies of this Section 8 or as provided by law.
Pending receipt of such adequate assurances of such future performance,
er oanOWNER may proceed
reasonable overhead and profit
with the Work on a temporary basis and deduct the costs, p
from any amounts due or which may become due to CONTRACTOR under the Contract or any
other agreement with OWNER. in this regard, OWNER and CONTRACTOR agree that delays in
performance could result in more damages to CONTRACTOR than would be sustained if
OWNER failed to exercise such remedies.
8.06 CONTINGENT ASSIGNMENT. CONTRACTOR hereby assigns to OWNER, all
of CONTRACTOR'S rights under and interest in any and all subcontracts and/or purchase orders
entered into by CONTRACTOR put scant to this Agreement, such assignment to become effective
upon CONTRACTOR'S default under this Agreement or OWNER's termination of this Contract,
and OWNER s acceptance of such assignment. Upon CONTRACTOR'S default or OWNER's
termination of this Contract, OWNER may, in the event there is no performance bond for the
Contract, or in the event the perfoi mance bond surety fails to complete the Contract, or if OWNER
otherwise so elects in its sole discretion, accept such assignment by written notice of such
acceptance to CONTRACTOR and subcontractor, and may require subcontractors to perform all
of the then unperformed duties and obligations under the subcontract, for the direct benefit of
OWNER. In the event OWNER requires such performance by a subcontractor then OWNER
shall be obligated to pay such subcontractor any amounts due and owing under the terms of the
subcontract/purchase order, at the subcontract prices and rates, and subject to any rights of
withholding or offset and other terms and conditions of the subcontract for all work pioperly
performed by such subcontractor, to the date of OWNER s acceptance and thereafter.
007OWNER's
07/200fi
CITY OF PEARLAND
liability in this connection, however, shall not exceed the amount obtained by subtracting all
t Price at the time of
payments made by CONTRACTOR to subcontractor �►'�ON`I RACTOR the acCONTRACTOR shall
CONTRACTOR'S default or OWNER'S termination to take
include a provision in its subcontracts that allowss�} assignment and CONTRACTOR s te�minaOtion forR default,
these actions, and further provides that in the event
the subcontractor agrees to give the OWNER or its agent the right to inspect all books and ecords
of subcontractor relating to the Work.
sly
8.07 WAIVER OF CONSEQUENTIAL DAM ES.OWONTRAarisingoCT Otf or ree ates to
waives any and all claims for consequential damages
against
this Contract, or any other agreements between CONTRACTOR and for prine�pal inclu
offi deinexpensesg,
limited to, claims for damages incurred by CONTRACTOR
including the compensation of personnel stationed
whether er o n losses of Contractor obonditherwn e capacity,
business and reputation, and claims for lost profit,
E
may at
sole
scretion
8.08 TERMINATION FOR CONVENIENCE.
RACTOR terminateOlthis Contract, inswhole o►r in part
upon five (5) days written notice to CO
if and when OWNER determines that it ►sinterest
shallOall tterminatedated Work and take
do so Upon receipt
of such written notice from OWNER, CONTRACTOR cease
reasonable precautions to protect and preserve such work, and shall take all reasonable m asuies
after consultation with OWNER to terminate or assign to OWNER all subcontracts, purchase
orders or other commitments related to the Work or the Project in
on te
s andstrt coandori►dance withons pthe
ble
to OWNER. CONTRACTOR will be paid for all Woik performed
ate
Contract Documents, based upon the ContractPrice and
s< subject percentage
anyof reasco►o gable letionbackchardges on the
of termination, and less amounts previously paid,
attributable to CONTRACTOR s failure to comply
Contractny of
the
provisions
�ovisio s of his Co ayment. In no vtentt wilds
further subject to the other terms of this regarding
CONTRACTOR receive or be entitled to any opportunities, payment
anycotheritems of consation sequential
al
interruption of business or loss of businesspp
damages, for overhead or loss of profits on the laipe�eoCsbdcost, dork amages nages/or services
or expense,and�munfurnished
r
materials o► for any intangible, impact or similarly
s Contract
no circumstances shall the total su►npaid to or provided ed y hebein shallObe CONOTRACTOR's sole and
exceed the Contract P► ice. The compensation
exclusive remedy arising out of a tei urination for convenience.
8.09 DEFAULT BY OWNER. In case the OWNER shall default on its material
obligations undei this Contract, other �han mitsO ro1videdER sin thefailure
Contract or ay CONTRACTOR
lOaw, as
undisputed amount due within the t P
addressed by Section 6.13 of this Agreement, and,een
shall
fail or (15) daysafterwritten notification refuse oficommence
by the
diligently pursue cure of such default with
CONTRACTOR, then the CON FRACTOR
may susnd andrall}mat y rats onnthleesi t ol, and may
f the Work
remove therefrom all machinery tools
orated
that have not been included in payments to the
Cs make estimate
ON TORanand
have
the t been tal amountearned
into the Work. And thereupon, the ENGINEER
by the CONTRACTOR, which estimate shall
include thealue of all pa partially competedrk yWorkpattadfa i•
by
said CONTRACTOR (at the Contract Prices),
and equitable price, and the amount of all Extra Work performed at the prices agreed upon or
provided for by the terms of this Contract, and a ieasonable sum to cover the cost of any
provisions made by the CONTRACTOR to carry the whole Work to completion and
0 7ich cannot
of 33
nnot
07/2006
GENERAL CONDITIONS OF AGREEMENT
CITY OF PEARLAND
nce due
be utilized. The ENGINEER shall then make m efa�l l previous paymentstement of hby the OWNER and
CONTRACTOR by deducting from the above e pis Agreement, and
all other sums that may be retained by the OWNER
under
dof said the isum tos of lthe CONfRACTORhon
present the same to the OWNER, and OWNER s payment all
or before thirty (30) days after OWNER'S receipt � arising of such ut of or relatedtement, shall tosuch defaudlt by
rights, claims or causes of action of CONTRACT
OWNER, and shall be CONTRACTOR'S sole andexclusive
remedye a default r suchereuderult A disputed
or unilateral claim by the Contractor cannot by itself
constitu9.0 DISPUTE RESOLUTION
WNER
Any dispute or pending claim or dispute
resolution
of itpsrocess between obl gat ons underOthe Contractand
CONTRACTOR shall not excuse or relieve CONTRACTOR
and CONTRACTOR shall diligently prosecute the any pending claim,
dispute, or dispute resolution process between OWNER and CONTRACTOR.
All claims, disputes and other matters in question arising out of or relating to, the Contract,
or the breach thereof; shall be subject to iediaOtWNER Unln as a ess precedento eedyother otherw�sepute
the
resolution process as may be selected by agreement between
mediation shall be conducted by a third party who will be selected by ag'i
OWNER and CONTRACTOR, and Request t Mediation shall be filed with the other party. The
parties shall share the mediator's fee and any filing fees equally.
If a claim, dispute or other matter in question between OWNER and CONTRACTOR
involves the work of a subcontractor or supliermOWNER peoce dinr CON g betwe0R en may
such
and
subcontractor or supplier as a party to any
CONTRACTOR hereunder. CONTRACTOR wlaereb ll include
the subcontracsubcontracts
r suppliarocopsents to
urchase
orders related to the Work a specific provisiony
being joined in mediation between OWNER and CONTRACTOR involving the work of such
subcontractor or supplier.
This Contract shall be governed by the laws of the State of Texas and shall be considered
performable in Brazoria County, Texas, for venue purposes. Further, the OWNER and
CONTRACTOR stipulate that venue for anydispute
arbitrat arbitrationresolution
hearing shall beninoBrazong � r atCounty,
ing
upon the Conti act other than the conduct of an
Texas or, if such choice of venue is prohibited or unenforceable by law, shall be held in the
county where the Project is located.
CONTRACTOR agrees to pay OWNER all reasonable
attorneys'
f th s Contract incurrewhetd by
d by
OWNER in the event OWNER seeks to enforce any provision
arbitration or other dispute resolution process
WFurther,
hethernarbtrati
in the
Oor o 1 erdispuWNER drte any
esolution
insinstituted by CONTRACTOR against ONER
process, CONTRACTOR agrees to pay
all
ebattorneys'
wh old or inrpeit by
OWNER in defending such claim provided
OWNER isthe p cvaiing party,
in
such proceeding.
GENERAL CONDITIONS OF AGREEMENT
00700 - 33 of 33
07/2006
C17'Y OF PEARLAND
ATTACHMENT NO. 1 TO GENERAL CONDITIONS
WORKERS' COMPENSATION INSURANCE COVERAGE
GENERAL CONDITIONS OF AGREEMENT
A. DEFINITIONS:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a
certificate of authority to self -insure issued by the commission, or a coverage
agreement (TWCC81, TWCC-82, TWCC-83 or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity's employees
providing services on a project for the duration of the Project.
Duration of the Project includes the time from the beginning of the Work on the
Project until the contractor s/person's work on the Project has been completed and
the Project warranty period has expired.
Persons providing services on the project includes persons or entities performing
all or part of the services the contractor has undertaken to perform on the project,
regardless of whether that person contracted directly with due contractor and
regardless of whether that person has employees. This includes, without
limitation, independent contractors, subcontractors, motor carriers and owner -
operators, (as defined at Section 406.121 of the Texas Labor Code) leasing
companies, and employees of any such entity or employees of any entity which
furnishes persons to provide services on the project. "Services" include without
limitation providing, hauling, or delivering equipment or materials, or providing
to a pi oject.
labor, transportation, or other servicerelated
as food/beveragevices ' ve vendors, ooffices et
include activities unrelated to the project such
supply deliveries, and delivery of portable toilets.
B. The CONTRACTOR shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A
Texas Workers' Compensation Act for employees of the contractor providing services on
the project, for the duration of the project.
C. The CONTRACTOR must provide a certificate of coverage to the OWNER prior to being
awarded the Contract.
D. If the coverage period shown on the CONTRACTOR'S current certificate of coverage
ends during the duration of the project, the CONTRACTOR must, pilot to the end of the
coverage period, file a new certificate of coverage with the OWNER showing that
coverage has been extended.
E. The CONTRACTOR shall obtain
intfrom
the each subcontractor or other person providing
services on a project and provide
rk on
e
, so
a certificate of coverage, fi'° Ito that cert certificates onb covereginnang ge si�owingticove�oaget for the
OWNER will have on
persons providing services on the Project; and 00700 Al
(1)
07/2006
CITY OF PEARLAND
GENERAL CONDITIONS OF AGREEMENT
(2) no later than seven days after receipt by the CONTRACTOR and prior to the end
of the coverage period, a new certificate of coverage showing extension of
coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the Project.
F. The CONTRACTOR shall retain all required certificates of coverage for the duration of
the Project and for one year thereafter.
il or
G. The CONTRACTOR shall notify the OWNER RACTOR knew ob should havemknownp, of any
ersonal
delivery, within 10 days after the CO 7 services
changes that materially affect the provision of coverage of any person providing
on the Project.
text,
rm
manner
H. The CONTRACTOR shall Workers'Post on each Project site a notice, in Compensation Commission, e informing all persons
prescribed by the Texas persons
providing services on the Project that they are required to be covered, and stating how a
person may verify coverage and report lack of coverage.
NOTICE
REQUIRED WORKERS COMPENSATION COVERAGE
"The law requires that each person working on this site or providing
services related to this construction project must be covered by
workers' compensation insurance. This includes persons providing,
hauling, or delivering equipment or materials, or providing labor or
transportation or other service related to the project, iegardless of
the identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at (512) 440-
3789 to receive information on the legal requirements for coverage,
to verify whether your employer has provided the required coverage,
or to report an employer's failure to provide coverage."
The CONTRACTOR shall contractually require each person with whom it contracts to
provide services on a project, too:
provide coverage, based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas
ensat�on r Aat forTitle
all of is e n►ployee,S Provad►ing services on
e A
Texas Workers Comp
the Project, for the duration of the Project;
(2) provide to the CONTRACTOR, prior to that person beginning work on the
Project, a certificate of coverage showing that coverage is being provided lot all
employees of the person providing services on the project, for the duration of the
Project:
(1)
07/2006
00700 - A2
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
provide the CONTRACTOR, prior to the end of the coverage period a new
certificate of coverage, showing extension of coverage, if the coverage period
shown on the current certificate of coverage ends during the duration of the
Project;
(4) obtain from each other person with whom it contracts, and provide to the
CONTRACTOR:
(a) a certificate of coverage, prior to the other person beginning work on the
Project; and
(b) a new certificate of coverage showing extension of coverage, prior to the
end of the coverage period, if the coverage period shown on the current
certificate of coverage ends during the duration of the Project;
retain all required certificates of coverage on file for the duration of the Project
and for one year thereafter;
(6) notify the OWNER in writing by certified mail or personal delivery within 10 days
after the person knew or should have known, of any change that materially affects
the provision of coverage of any person providing services on the Project; and
contractually require each person with whom it contracts, to perform as required by
paragraphs (1) - (7), with the certificates of coverage to be provided to the person
for whom they are providing services
J. By signing this Contract or providing or causing to be provided a certificate of coverage,
the CONTRACTOR is representing to the OWNER o will b all
covered employees
wofker the
CONTRACTOR who will provide services on the
compensation coverage for the duration of the Project, that the coverage agreements will
be based on proper reporting of classification codes and payroll amounts, and that all
coverage agreements will be filed with the appropriate insurance cart ier or, in the case of a
self -insured, with the commission's Division of Self -Insurance Regulation. Providing false
or misleading information may subject the CONTRACTOR to administrative penalties,
criminal penalties, civil penalties, or other civil actions.
K. The CONTRACTOR'S failure to comply with any of these provisions is a breach of
contract by the CONTRACTOR, which entitles the OWNER to pursue all rights and
remedies available to it under the Contract, at law or in equity, if the CONTRACTOR does
not remedy the breach within ten days after receipt of notice of bleach from the OWNER.
(3)
(5)
(7)
00700 - A3
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
ATTACHMENT NO. 2 TO GENERAL CONDITIONS
AGREEMENT FOR FINAL PAYMENT
AND CONTRACTOR'S SWORN RELEASE
In consideration of the Final Payment under that certain contract between
All Play, Inc. (hereafter "CONTRACTOR') and the City of Pearland (hereafter
` OWNER") for the Project known as Centennial Water Play Park, in Centennial
Park (the "Contract") the CONTRACTOR makes the following representations to OWNER,
either individually if a proprietorship, or jointly and severally by all general partners if a
partnership, or it a corporation, by action of the president and secretary of said corporation, as
duly authorized by appropriate action of the stockholders and/or board of directors of said
corporation, their signatures hereon constituting a representation under oath by said individuals
that they have the authority to execute this Agreement for and on behalf of the said corporation:
1. The undersigned CONTRACTOR represents to OWNER that the Application for
Payment for the Final Payment under the Contract, and the final Change Order issued under the
Contract if any, whether or not modified, corrected or changed in some way by the ENGINEER
the CONTRACTOR or the OWNER, a copy of which are attached hereto and marked Exhibit
'A", are true, correct and accurate and that CONTRACTOR has received payment in full for all
other Applications for Payment submitted under the Contract, and that CONTRACTOR has been
fully compensated for all labor materials equipment and/or services furnished in connection with
the Contract, except for the Final Payment.
2. It is agreed and stipulated by the undersigned CONTRACTOR that upon the
receipt of Final Payment in the amount as set out on the attached Application for Payment, the
CONTRACTOR by execution of this instrument of release, does therefore, RELEASE and
FOREVER DISCHARGE OWNER of and from all manner of debts, claims, demands
obligations, suits, liabilities and causes of action of any nature whatsoever, at law or in equity, in
contract or in tort now existing or which may hereafter accrue, arising out of or related to the
Contract, any Change Orders or Work Orders the Work, or any labor, materials, equipment or
services furnished by CONTRACTOR to OWNER.
3. The CONTRACTOR, acting by and through the person or persons whose names
are subscribed hereto, does solemnly swear and affirm that all bills and claims have been paid to
all materialmen, suppliers, laborers, subcont►actors, or other entities performing services or
supplying materials or equipment, and that OWNER shall not be subject to any bills, claims,
demands, litigation or suits in connection therewith
4. It is further specifically understood and agreed that this Agreement for Final
Payment and Contractor's Sworn Release shall constitute a part of the Contract, and it is also
specifically understood and agreed that this Agreement shall not act as a modification, waiver or
renunciation by OWNER of any of its rights or remedies as set out in the Contract itself, but this
Agreement for Final Payment and Conti actor's Sworn Release shall constitute a supplement
thereto for the additional protection of OWNER.
00700 - B 1
07/2006
I
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
SIGNED and EXECUTED this,the_day of ,20_.
CONTRACTOR:
By:
Signature
Pint Name:
Title:
r
[If-CONTRACTOR is a proprietorship,owner must sign; if a partnership, each general partner
must sign; if a corporation,the following language should be used.]
I SIGNED and EXECUTED this,the day of
20_by
,a Texas corporation, under authority
granted to the undersigned by said corporation as contained in the Charter, By-Laws or Minutes of
a meeting of said corporation regularly called and held.
CONTRACTOR:
f By:
President
AT
TEST:
Corporate Secretary
(Corporate Seal)
[This form is for use by either a proprietorship or a partnership. In the event CONTRACTOR is a
partnership or a joint proprietorship,additional signature lines should be added for each
individual.]
I
I
07/2006 00700-B2
r
CITY OF PEARLAND
STATE OF TEXAS
COUNTY OF
GENERAL CONDITIONS OF AGREEMENT
AFFII)AV1T
BEFORE ME, the undersigned authority, on this day personally
appeared
the
Fina persPao or
persons whose names) are subscribed to the above and foregoing Ag e pent fe
nt
and Contractor's Sworn Release, who each, after being by me duly sworn, on their oaths deposed
and said:
I (We) am (are) the person(s) who signed and executed the above and foregoing
Agreement for Final Payment and Contractor's Sworn Release, and I (we) have read the
facts and statements as therein set out and
the ue andrepresentations as made therein, and I (we)
state that the above and foregoing are
CONTRACTOR - Affiant
SWORN TO AND SUBSCRIBED TO before me, the day of 20_.
Notary Public, State of Texas
My Commission Expires:
[This form is for use in the event CONTRACTOR is a corporation.]
00700 - B3
07/2006
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
AFFIDAVIT
STATE OF TEXAS §
COUNTY OF §
BEFORE ME, the undersigned authority, on this day personally appeared the persons
who signed and executed the above and foregoing Agreement for Final Payment mid Contractor's
Sworn Release whose names are set out above, who each, after being by me duly sworn, on their
oaths deposed and said:
We each are the persons whose names are subscribed above, and hold respectively the
offices in the corporation as set out above, and each state under oath that we have the
authority to execute this Agreement for Final Payment and Contractor's Sworn Release
for and on behalf of said corporation pursuant to authority granted to us in the Charter of
said corporation the By -Laws of said corporation and/or the Minutes of said corporation;
and the facts, statements and representations as set out in the instrument to which this
Affidavit is attached, are true and correct.
SWORN TO AND SUBSCRIBED TO before me this, the day of
20
07/2006
Notary Public, State of Texas
My Commission Expires:
00700 - B4
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
ATTACHMENT NO. 3 TO GENERAL CONDITIONS
OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR
1 Definitions. For purposes of this Agreement:
1.1 Owner Parties. "Owner Parties" means (a) the City of Pearland, its successors and
assigns, and the Engineer, (b) any officers. employees, or agents of such persons or entities, and
(c) others as ►equired by the Contract Documents if any.
1.2 Contractor. "Contractor" shall mean the vendor providing the service or work to be
performed under this Agreement
1.3 Subcontractor. "Subcontractor" shall include subcontractors of any tier.
1.4 ISO. "ISO" means insurance Services Office.
2. Contractor Insurance Representations to Owner Parties
2.1 It is expressly understood and agreed that the insurance coverages required herein:
2.1.1 represent Owner Parties' minimum requirements and are not to be
construed to void or limit the Contractor's indemnity obligations as contained in this Agreement
nor represent in any manner a determination of the insurance coverages the Contractor should or
should not maintain for its own protection; and
2.1.2 are being, or have been, obtained by the Contractor in support of the
Contractor's liability and indemnity obligations under this Agreement. Neither the requirements
as to insurance to be carried as provided for herein the insolvency, bankruptcy or failure of any
insurance company carrying insurance of the Contractor, nor the failure of any insurance company
to pay claims accruing, shall be held to affect, negate or waive any of the provisions of this
Agreement.
2.2 Failure to obtain and maintain the required insurance shall constitute a material
breach of, and default under, this Agreement if the Contractor shall fail to remedy such breach
within five (5) business days after notice by the Owner, the Contactor will be liable for any and
all costs, liabilities, damages and penalties resulting to the Owner Parties from such breach, unless
a written waiver of the specific Insurance requirement(s) is provided to the Contractor by the
Owner. In the event of any failure by the Contractor to comply with the provisions of this
Agreement, the Owner may, without in any way compromising or waiving any right or remedy at
law or in equity, on notice to the Contractor, purchase such insurance, at the Contractor's expense,
provided that the Owner shall have no obligation to do so and if the Owner shall do so, the
Contractor shall not be relieved of or excused from the obligation to obtain and maintain such
insurance amounts and coverages.
3. Conditions Affecting All Insurance Required Herein
3.1 Cost of Insurance. All insurance coverage shall be provided at the Contractor's
sole expense.
07/2006 00700 - C i
CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT
3.2 Status and Rating of insurance Company. All insurance coverage shall be written
through insurance companies authorized to do business in the state in which the work is to be
performed and rated no less than A-: V11 in the most current edition of A. M. Best's Key Rating
Guide.
3.3 Restrictive, Limiting, or Exclusionary Endorsements. All insurance coverage shall
be provided to the Owner Parties in compliance with the requirements herein and shall contain no
endorsements that restrict, limit, or exclude coverage required herein in any manner without the
prior express written approval of the Owner.
3.4 Limits of Liability. The limits of liability may be provided by a single policy of
insurance or by a combination of primary and umbrella policies, but in no event shall the total
limits of liability available for any one occurrence or accident be less than the amount required
herein.
3.5 Notice of Cancellation, Nonrenewal, or Material Reduction in Coverage. All
insurance coverage shall contain the following express provision:
In the event of cancellation, non -renewal, or material reduction in
coverage affecting the certificate holder, thirty (30) days prior
written notice shall be given to the certificate holder by certified
mail or registered mail, return receipt requested.
3.6 Waiver of Subrogation. The Contractor hereby agrees to waive its rights of
recovery from the Ownei Parties with regard to all causes of property and/or liability loss and shall
cause a waiver of subrogation endorsement to be provided in favor of the Owner Parties on all
insurance coverage carried by the Contractor, whether required herein or not.
3.7 Deductible/Retention. Except as otherwise specified herein, no insurance required
herein shall contain a deductible or self -insured retention in excess of $25,000 without prior
written approval of the Ownei. All deductibles and/or retentions shall be paid by, assumed by, for
the account of, and at the Contractor's sole risk. The Contractor shall not be reimbursed for same.
The following insurance shall be maintained in effect with
below at all times during the term of this Agreement and
4. Maintenance of Insurance.
limits not less than those set forth
thereaftei as required
4.1 Commercial General Liability Insurance
4.1.1 Coverage. Such insurance shall cover liability arising out of all locations
and operations of the Contractor, including but not limited to liability assumed under this contract
(including the tort liability of another assumed in a business contract). Defense shall be provided
as an additional benefit and not included within the limit of liability.
4.1.2 Form Commercial General Liability Occurrence form (at least as broad as
an unmodified ISO CG 0001 0798 or its equivalent).
00700 - C2
07/2006
CITY OF PEARLAND
4.1.3 Amount of Insurance. Coverage shall be provided with limits of not less
than:
4.1.4 Re
GENERAL CONDITIONS OF AGREEMENT
Each Occurrence Limit
General Aggregate Limit ate Limit
Product -Completed Operations Aggregate b
Personal and Advertising Injury Limit
uired Endorsements
$1,000,000
$2,000,000
$2,000,000
$1,000,000
a. Additional Insured. Additional insured status shall be provided in
favor of the Owner Parties on any of the following:
i. ISO form CG 20 10 11 85; or
ii. ISO form CG 20 26 11 85; or
a combination of iSO forms CG 20 33 10 01 and CG 20 37
10 01; or
iv. any form providing equivalent protection to Owner.
b. Designated Construction Project(s) Aggregate Limit. The aggregate
lirnit shall apply separately to this Agreement through use of an iSO CG 25 03 03 97 endorsement
or its equivalent.
c. Notice of' Cancellation, Nonrenewal or Material Reduction in
Coverage, as required in 3.5, above.
d. Personal Injury Liability. The personal injury contractual liability
exclusion shall be deleted.
e. Primary and Non -Contributing Liability. It is the intent of the
parties to this Agreement that all insurance required herein shall be primary to all insurance
available to the Owner Parties. The obligations of the Contractor's insurance shall not be affected
by any other insurance available to the Owner Parties and shall seek no contribution from the
Owner Parties' insurance, whether primary, excess contingent or on any other basis. The
Contractor's insurance coverage shall be endorsed to provide such primary and non-contributing
liability
f. Waiver of Subrogation, as required in 3.6, above.
4.1.5 Continuing Commercial General Liability insurance. The Contractor shall
maintain such insurance in identical coverage, form and amount, including required endorsements,
for at least one (1) year following Date of Substantial Completion of the Work to be performed
under this Agreement. The Contractor shall provide written representation to Owner stating Work
completion date.
4.2 Auto Liability Insurance
4.2.1 Coverage. Such insurance shall cover liability arising out of any auto
(including owned, hired, and non -owned).
4.2.2 Form. Business Auto form (at least as broad as an unmodified iSO CA
0001 or its equivalent)
00700 - C3
07/2006
CITY OF PEARLAND
4.2.3 Amount of lnsurance. Coverage shall be provided with a limit of not less
than $1,000,000.
4.2.4 Re uired Endorsements
a. Notice of Cancellation Nonrenewat or Material Reduction in
Coverage, as required in 3.5, above.
b. Waiver of Subrocation, as required in 3.6, above.
than:
GENERAL CONDITIONS OF AGREEMENT
4.3 EmpI er's Liability Insurance
4.3.1 Coverage. Employer's Liability insurance shall be provided as follows:
4.3.2 Amount of Insurance. Coverage shall be provided with a limit of not less
Employer's Liability: $1,000,000 each accident and each disease.
4.3.3 Reouired Endorsements
a. Notice of Cancellation Nonrenewat or Material Reduction in
Cov_ erag , as required in 3.5, above.
b. Waiver of Subro 7a� tion, as required in 3.6, above.
4.4 Umbrella i iability Insurance
4.4.1 Covera e. Such insurance shall be excess over and be no less broad than all
coverages described above and shall include a drop -down provision for exhaustion of underlying
limits.
4.4.2 Form. This policy shall have the same inception and expiration dates as the
commercial general liability insurance required above.
4.4.3 Amount of Insurance. Coverage shall be provided with a limit of not less
than $5,000,000.
4.4.4 f ontinuing Umbrella Liability Insurance. The Contractor shall maintain
nts for at
such insurance in identical coverage, form and amount,
anrofing therWork to perfotned under
least one (1) year following Date of SubstantialCompletion
this Agreement. The Contractor shall provide written representation to the Owner stating Work
completion date.
4.5 Professional Liability Insurance
nce for
4.5.1 Covera e. The Contractor shall provide pro ices of any bypey includingsura but
claims arising from the negligent performance of professional
not limited to design or design/build services as part of the Work to be performed
00700 - C4
07/2006
CITY OF PEARLAND
4.5.2 Form. This insurance shall i
all services rendered by the Contractor and by
recognized that this coverage may be provided on a
GENERAL CONDITIONS OF AGREEMENT
nclude prior acts coverage sufficient to cover
its consultants under this Agreement. It is
Claims -Made basis.
4.5.3 Amount of Insurance. Coverage shall be provided with a limit of not less
than $1,000,000.
4.5.4 Con_►n
such insurance in identical coverage,
Substantial Completion of the Work
provide written representation to the
4.6 Builder's Risk
4.6.! Insureds. Insureds shall include:
a. Owner, General Contactor and all Loss Payees and Mortgagees as
Named Insureds; and
b. subcontractors of all tiers in the Work as Additional Insureds.
4.6.2 Covered Property Such insurance shall cover:
a. all structure(s) under construction, including retaining walls, paved
v d
surfaces and roadways, bridges, glass, foundation(s),
underground pipes and wiring, excavations grading, backfilling or
fill►ng;
b. all temporary structu►es (e.g., fencing scaffolding, cribbing, false
work, forms, site lighting, temporary utilities and buildings) located
at the site*
c. all property including materials and supplies on site for installation;
d. all property including materials and supplies at other locations but
intended for use at the site;
e. all property including materials and supplies in transit to the site for
installation by all means of transportation other than ocean transit;
and
f othei Work at the site identified in the Agreement to which this
Exhibit is attached.
Pr
ofessional Liability insurance. The Contractor shall maintain
form and amount for at least one (1) yearfollowing
e of
to be performed under this Agreement. The Contractor shall
Owner stating Work completion date.
00700 - C5
07/2006
CITY OF PEARLAND
4.6.3 Form
a. Coverage shall be at least as broad as an unmodified ISO Special
form, shall be provided on a completed -value basis and shall be
primary to any other coverage insurance available to the insured
parties, with that other insurance being excess, secondaiy and non-
contributing.
b. No protective safeguard warranty shall be permitted.
c. Required coverage shall further include:
Additional expenses due to delay in $ TBD
completion of project (where applicable) Included without sublimit
ii. Agreed value
Damage arising from error, omission or Included without sublimit
deficiency in construction methods,
design, specifications, workmanship or
materials, including collapse
iv. Debris removal additional limit
✓ . Earthquake (where applicable)
✓ i. Earthquake sprinkler leakage (where
applicable)
✓ ii. Expediting expenses
✓ iii. Flood (where applicable)
ix. Freezing
x. Mechanical breakdown including hot &
cold testing (where applicable)
xi. Notice of cancellation non -renewal or
material reduction — 60 days prior
written notice to each insured
xii. Occupancy clause, as required in F,
below
xiii. Ordinance or law
xiv. Pollutant clean-up and removal
xv. Preservation of property
xvi. Replacement cost
xvii. Theft
xviii. Waiver of subrogation as required in G,
below.
t all
4.6.4 Amount of Insurance. Coverage valuelall be provided in an amunt nd cost of debris removal for anylsangle
times to the full replacement
occurrence.
GENERAL CONDITIONS OF AGREEMENT
25% of direct damage
loss
$ TBD
$ TBD
$ TBD
$ TBD
Included without sublimit
Included without sublimit
included
Included
Included without sublimit
$ TBD
Included without sublimit
Included
Included without sublimit
Included
00700 - C6
07/2006
CITY OF PEARLAND
4.6.5 Deductibles. Deductibles shall not exceed the following:
GENERAL CONDITIONS OF AGREEMENT
a. All Risks of Direct Damage, Per
Occurrence, except
b. Delayed Opening Waiting Period
c. Flood, Per Occurrence
d.
Earthquake and Earthquake Sprinkler
Leakage, Per Occurrence
$5,000
5 Days
$25,000 or excess of
NFIP if in Flood Zone A,
BorV
$25,000
e
4.6.6 Termination of Coverage. nC h prg ovconstructed sion shall bo
endorsed to permit occupancy of the covered property be
long as such occupancy does not exceed 20% of the usable area of the
ined in effect, unless otherwise
property. This insurance shall Docue ments, nents,tantiathe earliest of the following
provided for in the Contra
dates:
a. the date on which all persons and organizations who are insureds
under the policy agree that it shall be terminated;
b. the date on which final payment as provided for in the Agreement
to which this Exhibit is attached, has been made; or
c. the date on which the Contractor have ceased.
the
Covered Property of
all insureds other than
4.6.7 Waiver of Subrogation. The waiver of subrogation provision shall be
endorsed as follows:
a. A waiver of subrogation shall be provided in favor of all insureds.
b. The waiver of subrogation provisions shall be endorsed as follows:
Should a covered loss be subrogated, either in whole
or in part, your rights to any recovery will come first,
and we will be entitled to a recovery only after you
have been fully compensated for the loss.
5. Intentionally left blank.
6. Evidence of Insurance
e
6.1 Provision of Evidence. Evidence �denceeof insuradnceo abd
maintained by the Contractor represented by certificates of insurance, e
endorsements issued by the insurance company or its legal agent, and mustt be afterfurnished
to the this
t later
Owner prior to commencement
off insurancerk , evidence thanf insurance, fifteen l5) and endoi sements shall be
Agreement. New certificates
provided to the Owner prior to the termination date of the current certificates of insurance,
evidence of insurance, and endorsements.
00700 - C7
07/2006
CITY OF PEARLAND
GENERAL CONDITIONS OF AGREEMENT
6.2 Form
6.2.1 All property insurance required herein shall be evidenced by ACORD form
28, "Evidence of Property Insurance".
6.2.2 All liability insurance required herein shall be evidenced by ACORD form
25, "Certificate of Insurance' .
6.3 Specificat►ons. Such certificates of insurance, evidence of insurance, and
endorsements shall specify
6.3.1 The Owner as a certificate holder with correct mailing address.
6.3.2 Insured's name, which must match that on this Agreement.
number of each
6.3.3 Insurance companies affording each coverage, policy
coverage, policy dates of each coverage, all coverages and limits described herein, and signature
of authorized representative of insurance company.
6.3.4 Producer of the certificate with correct address and phone number listed.
6.3.5 Additional insured status required herein
6.3.6 Amount of any deductibles and/or retentions.
tion
6.3.7 Cancellation, non -renewal he words and erial `endeavortion in to" and coverage but failure to ►nail
as required by this Agreement. Additionally,
such notice shall impose no obligatioh° cancellation liability of any kind provision oftthe ACORD 25 certificate of
pon Company, it agents or
representatives" shall be deleted from the
6.3.8 Designated Construction Project Aggregate Limits required herein.
insurance form.
6.3.9 Personal Injury contractual liability required herein.
6.3.10 Primary and non-contributing status required herein.
6.3.11 Waivers of subrogation required herein.
Required Endorsements. A copy of each of the required endorsements shall also be
6.4
provided.
tificate or
6.5 Failure to Obtain. Failure of any Owner ty oorefailuaesuch of any'.Owner Party to
ther
evidence of full compliance with these insurancerequirements
identify a deficiency from evidence that is provided shall not be construed as a waiver of the
Contractor's obligation to maintain such insurance.
6.6 Certified Copies. Upon request
ol�c es rany Oewn r herein thntrn ctor shall
days of any
vide to
the Owner a certified copy of all insurance p q
such request. Renewal policies, if necessary, shall be delivered to the Owner prior to the
expiration of the previous policy.
on of
6,7 Commencement of Work. Commencement
requf ired endorsementsrk without sior withohrt
required certificate of insurance, evidence of insurance
compliance with any other provision of thishave
he right,but ►� not the obligation of proconstitute a waiver fbiting
any
Owner Party of any rights. The Owner shall
the Contractor or any subcontractor from pose nene►ng any ts are received k rntil such and approved►by the Owner.ance,
evidence of insurance and/or required end
00700 - C8
07/2006
CITY OF PEARLAND
7. insurance Re wire tents of Contractor's Subcontractors
d
7.1 Insurance similar to that required of the Contractor subcontractors) beo prcoovidede y all
ns
subcontractors (or provided by the Contractor on behalf
s
performed under any subcontract agreement. The Conr c subhall bet hrseld The ConUl e for►sany
modification in these insurance requirements as theyapply g provisions similar to those
maintain certificates of insurance rom all that the certificate isfrom s isubcont actor) enume►ating, among
listed herein (he waled to recognize
other things, the waivers of subrogation, additional insured status, and primary liability as require
d
herein and make them available to the Owner upon request.
7.2 The Contractor is fully responsible forlossand dage tto its
preveptrty on the
to or
site,
including tools and equipment, and shall take necessary precautions
vandalism, theft, burglary, pilferage and unexplained disappearance of property. Any insurance
covering the Contractor's or its subcontractor's property
such Losst be e Contractor's and the extent loss is
subcontractor's sole and complete means or recovery any
not covered by said insurance or subject to any deductible bcontractors►choose to self insure this risk,
be reimbursed for same Should the Contractoror
it is expressly agreed that the Contractors hereby waives,vand
ofthe shall
cause
ner its
tiessubcontractors to
waive, any claim for damage or loss to saidproperty p Y in
actors
r
8. Use of the Owner's Eguinn►e meta Contractor ,expressgents, wri ten►per�►'ssion`►of therOwner°'s
suppliers shall use the Owner's equip only an
designated representative and in accordance with the ►Oc ner'stormss sd conditio uupplierstilo izesanyuch `oe the
if
the Contractor or any of its agents, employees
Owner's equipment for any purpose, including of thery Ow�e►S theaCondtrator shall defend,
hoists lifts or
similar items owned, leased or under the control
indemnify and be liable to the Owner Parties for any and all loss or damage which may arise from
such use.
9. Release and Waiver. The Contractor releases,causes s af act call usewits
s ubconeverwhichr the
to
release, the Owner Parties from any and
Iclaims or n or
m
Contractor and/or its subcontractors might othewisenow
ewhethe►possess
requi edshetre nior notoor
or in any way connected with any loss coveredby i
or
which should have been covered by insurance requirtoed
bermaintaineding the by the Contracbtor and/or
uninsured portion thereof, maintained and/or required
its subcontractors pursuant to this Agreement.
GENERAL CONDITIONS OF AGREEMENT
00700 - C9
07/2006
CITY OF PEARLAND
SPECIAL CONDITIONS OF AGREEMENT
Section 00800
SPECIAL CONDITIONS OF AGREEMENT
Men
007
Where
The tollo
wing Special Conditions rnodify the General Conditions,
Docu oust the 00. e ed portions aportion
i of
of the General Conditions is modified or deleted by these Spec
the General Conditions shall remain in effect.
4.05 Add the following paragraph to Article 4.05:
ed
A Maintenance Bond in accordance with Document ,0061d2eofthe Project Manual d ,pthe CONTRACTS requir id
for this Project The cost of this bond shall be
Proposal.
3-4.6 Attachment No. 3 to General Conditions "Owner s wiranee Requirements following of Contractor".
Delete Article 4.6 Builder's Risk, and replace with the
4.6 Builder's Risk
4.6.1 Builder's Risk insurance is not required.
END OF SECTION
00800 - 1 of I
07/2006
CITY OF PEARLAND
WAGE SCALE FOR ENGINEERING CONSTRUCTION
Section 00811
WAGE SCALE FOR ENGINEERING
CONSTRUCTION
7 Wage Law on Public Woks (Article 2258 of�the Texas
1.01 In accordance with the Prevailing
Government Code), the public body awardigthe contract 7eneral prevailing rateshereby, specify
locality '•apes
shown in Table 00811-A following
to be theg
which the work is being performed.
1.0
2 This prevailing wage rate does not prohibit the payment of more than the rates stated.
1.03 The wageg
scale for engineering construction s to be applied to all site work greater than
five (5) feet fiom an exterior wall of new building under construction or from an exterior
wall of an existing building.
00811-1of2
Revised 10/2007
CITY OF PEARLAND
WAGE SCALE FOR ENGINEERING CONSTRUCTION
Table 00811-A
PREVAILING WAGE RATES FOR ENGINEERING CONSTRUCTION
CLASSIFICATION
BROOM OR SWEEPER OPERATOR
•
LABORER -COMMON
MANHOLE BUILDER (BRICK)
BULLDOZER
CONCRETE PAVING FLOAT
SLIPFORM MACHINE OPERATOR
CRANE, CLAMSHELL, BACKI-1OE,
DERRICK, DRAM INE, SHOVEL
CRUSLILR/SCREENING PLANtI OPERATOR
FOUNDATION DRILL OPERATOR,
CRAWLER MOUNTED
F OUNDATION DRILL OPERATOR
TRUCK MOUNTED
FRONT END LOADER
MILLING MACHINE OPERATOR
10.35
SPREADER BOX OPERATOR 9•08
8.76 TRUCK DRIVER -TANDEM AXLE SEMI
MO] OR GRADER (FINE GRADE)
MOTOR GRADER (OTHER)
ROLLER, STEEL WHEEL PLANT
MIX PAVEMENTS
ROLLER S PEEL WHEEL OTI-1E12
FLATWI-TEFL OR TAMPING
MATIC, SELF PROPELLED
ROLLER PNEU
REINFORCING STEEL SETTER
STRUCTURES
TRUCK DRIVER -SINGLE AXLE HEAVY
END OF SECTION
8.00
10.43
00811 -2of2
Revised 10/2007
CITY OF PEARLAND
WAGE SCALE FOR BUILDING CONSTRUCTION
Section 00813
WAGE SCALE FOR BUILDING CONSTRUCTION
ticle 2258 of the
exa
1.01 In accordance with the Prevailing Wage awarding theueblicontra t does horks rereby specify the raters
Government Code), the public body
shown in Table 00813-A following to be the general prevailing rates in the locality in
which the work is being performed.
1.02 This prevailing wage rate does not prohibit the payment of more than the rates stated.
1.03 The wage scale for building construction is tobeapplied to work on a building including
an area within five (5) feet of the exteriorwall.
00813 - 1 of 6
09/2007
CITY OF PEARLAND
WAGE SCALE FOR BUILDING CONSTRUCTION
Table 00813-A
PREVAILING WAGE RATES FOR BUILDING CONSTRUCTION
GENERAL DECISION: TX20070055 06/22/2007 TX55
Date: June 22, 2007
General Decision Number: TX20070055 06/22/2007
Superseded General Decision Number: TX20030055
State: Texas
Construction Type: Building
County: Brazoria County in Texas.
BUILDING CONSTRUCTION PROJECTS (does not
construction consisting of single family
up to and including 4 stories).
Publication Date
02/09/2007
02/16/2007
04/27/2007
05/11/2007
05/18/2007
06/22/2007
Modification Number
0
1
2
3
4
5
include residential
homes and apartments
BOIL0132-001 08/08/2006
East of Oyster Creek only. The Part of Brazoria County lying
West of Oyster Creek is within the Jurisdiction of Local 74
Rates Fringes
BOILERMAKER
East of Oyster Creek only.
The Part of Brazoria
County lying West of
Oyster Creek is within the 23 47 13.67
Jurisdiction of Local. 74....$
CARP0551-002 04/01/2005
Rates Fringes
Carpenter (including $ 19.50
Acoustical Ceiling Work)
5.93
00813-2of6
09/2007
CITY OF PEARLAND
ELEV0031-001 01/01/2005
WAGE SCALE FOR BUILDING CONSTRUCTION
Table 00813-A (cont'd)
Rates Fringes
.•$ 28.90 12.115+a
Elevator Mechanic .............• rate
FOOTNOTES: a.- Employer contributes 8% of basic hourlye rate
6
for over 5 years' service and 6% of basic hourly
Paid
months to 5 years' service as Vacation Pay
nCr eit. P idy;
Holidays: New Year's Day; Memorial Day; Thanksgiving ay;
Labor Day; Thanksgiving Day; Friday
--------------
Christmas Day
PLAS0681-002 04/01/2005
Rates Fringes
Plasterer
Galveston County............ $ 20.15 3.20
---------------------------
P LUM0068-005 04/01/2007
Rates
Plumbers (Excluding HVAC Pipe)...$ 2570.00
* PLUM0211-003 05/09/2007
P ipefitter including HVAC pipe...$ 25.47
P ipefitters (HVAC Pipe Only) $ 25.47
S FTX0669-001 01/01/2005
S prinkler Fitter, Fire $ 22.62
S HEE0054-009 04/01/2007
Sheet Metal (including HVAC
Duct, System Installation)
SUTX2005-013 04/28/2005
Fringes
8.69
Rates Fringes
9.66
9.66
Rates Fringes
10.50
Rates Fringes
$ 23.13
8.88
Rates
Asbestos Abatement Worker $ 14.00
(Ceilings, Floors, & Walls)
Bricklayer $ 18.00
$ 12.76
Cement Mason
Fringes
0.00
0.00
0.00
00813-3of6
09/2007
CITY OF PEARLAND
WAGE SCALE FOR BUILDING CONSTRUCTION
Table 00813-A (coned)
Rates
Drywall Finisher $ 12.21
Drywall Hanger (Including
Metal Stud Install)
Electrician (Including
Pulling Wire and Low Voltage
Wiring and Installation of
Fire Alarms, Security
Systems, Telephone and
Computers)
Formbuilder/Formsetter
Glazier
Insulator (Batt and Foam)
Ironworker, Reinforcing
Ironworker, Structural
$ 12.49
$ 17.55
$ 11.66
$ 14.55
$ 11.00
$ 12.02
$ 13.75
Fringes
0.92
1.38
2.91
0.00
2.46
0.00
0.00
0.00
Laborers: $ 10.26 0.00
Common 0.00
$ 10 27
Mason Tender (Brick) $ 9 20.00
Mason Tender (Cement) Pipelayer0
$ 12.00 0.0
Plasterer Tender $ 12.90 02.5100
3.61
Lather $ 16.90
Painter - Brush, Roller &
Spray
Power Equipment Operator:
Asphalt Paver
Backhoe
Crane
Forklift
Slab & Wall Saw
$ 11.14 0.00
$ 13.50
$ 12.50
$ 19.00
$ 14.53
$ 15.54
Roofer $ 11.38
Tile Finisher
$ 11.86 0.53
$ 15.71 1.01
Tile Setter
Truck Driver
$ 10.75 1.47
0.25
0.00
0.00
0.00
3.83
0.00
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
00813-4of6
09/2007
CITY OF PEARLAND
WAGE SCALE FOR BUILDING CONSTRUCTION
Table 00813-A (cont'd)
• hiscopcofsthelcatins classificatded iionnsfor listedkmaytbenaddeddafterin
t hescope
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (11))•
In the listing above, the "SU" designation means that rates
listed under the identifier ddofinot
t rrreflect tes.Ocollechertiignations
tively
bargained wage and fringe
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
• an existing published wage determination
* a survey underlying a wage determination position on
* a Wage and Hour Division letter setting forth a p
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was
focor nduucted
because those Regional Offices have responsibility
Davis -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
W age and Hour Division
U .S. Department of Labor
200 Constitution Avenue, N.W.
W ashington, DC
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
W age and Hour Administrator
U .S. Department of Labor N W
200 Constitution Avenue,
W ashington, DC 20210
00813-5of6
09/2007
CITY OF PEARLAND
WAGE SCALE FOR BUILDING CONSTRUCTION
Table 00813-A (cont'd)
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requester considers relevant to the issue.
3.) If the decision of the
lAd inistratortis s not fAdminavorable, an
interestedvwBoparty may PP Appeals Board). Write to:
Review Board (formerly the Wage
Administrative Review Board
U.S. Department of Labor
200 Constitution 20210v nue, N.W.
Washington, DC
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
END OF SECTION
00813-6of6
09/2007
CITY OF P EA RLA ND
Section 00901
ADDEMDUM NO. 1
Date: January 17, 2008
ADDENDUM NO. 1
PROJECT: Centennial Water Play Park,
in Centennial Park; COP Proj. No. PK0701
BID NO.: 1208-09
BID DATE: January 24, 2008; 2:00p.m.
FROM: Jeffrey H. Cohen, P.E.
Senior Civil Engineer
Ion Design Group, LLC
2800 Henderson Avenue
Studio 100
Dallas, TX 75206
To: Prospective Bidders and Interested Parties
' 7 cements and will be incorporated into the Contract
Thisaddendum forms a part of the bidding do
Documents, as applicable. Insofar as the original Contract Documents, Specifications, and
e receipt of this
this Addendum shall govern. g p _
Drawings are inconsistent, Please acknowledge 300 submitted to the City of
copies of the Bid Proposal form, Section 00
Addendum on both p OF ADDENDA ON THE BID
Pearland
. FAILURE TO ACKNOWLEDGE RECEIPT
PROPOSAL FO12M MAY
BE CAUSE FOR DIS 1 UALIFICATION.
CONTRACT DOCUMENTS:
• &SECTION 00500 Standard Form of A 7ree��nent
1.1 SECTION 00300 Pro osal For
Contract Time:
inForm" and "Standard Form of Agree�i�ent",
ThisRequest for Proposals, both the "Proposal
pwithin sixty(60) calendar days (including
s the Work to be Substantially Complete
require Contract Time commences to run, that is, fromweekend s and holidays) fromthe date when the
th
e date of the notice to commence work.
• significant ant lead times to manufacture certain equipment
City of Pearland understands that s�gnific� � d the stipulated
The C yp
d components may adversely impact, and even exceed, and fabricate playground p
01/2008
00901 - 1 of 2
ADDENDUM NO. 1
CITY OF PEA BLAND
to include such lead times as part of the
Contr
act Time. The City of Peat land does not intend of Substantial
time in which the Contractor needs to complete the Work to the point
Completion.
•Proposal the lead time necessary to procure the
Proposers shall indicate in their • • and begin construction.
P
•round components before they will mobilizeg
equipment and playground will be structured around the proposed
The notice of award and the nonce to commence work lead time such that the Contractperiod subsequent to the
Time will include the 60-day q
proposed lead time.
1.2 SECTION 00200 Instructions to Pro osers
Insert the following new paragraph immediately after Paragraph 3.1.4):
procure equipment and playground
5) Lead time, if any, that the Proposer will needto components. Such lead timewill be excluded from the 60-day period for Substantial
Completion.
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
•
END OF ADDENDUM NO. 1
00901 - 2 of 2
CITY OF PEARLAND
Section 00902
ADDEMDUM NO. 2
Date: January 21, 2008
ADDENDUM NO. 2
Centennial Park; COP Proj. No. PK0701
PROJE
CT: Centennial Water Play Park, in
BID NO.: 1208-09
BID
DATE: January 31, 2008; 2:00p.m.
FROM: Jeffrey H. Cohen, P.E.
Senior Civil Engineer
Ion Design Group, LLC 280
0 Henderson Avenue, Studio 100
Dallas, TX 75206
To: Prospect
ive Bidders and Interested Parties
and will be incorporated into the Contract
This-n forms a part of the bidding documents Specifications, and
addendum the original Contract Documents, p
Documents, as applicable. insofar as
cl Please acknowledge receipt of this
Do
• 'consistent, this Addendum shall govern.fitted to the City of
Drawings are in Proposal form, Section 00300 submitted Addendum on both copies of the Bid P ADDENDA ON THE BID
Adden ACKNOWLEDGE RECEIPT OF
Pearland. FAILURE TO A LIFICATION.
PROPOSAL FORM
MAY BE CAUSE FOR DIS 1 UA
CONTRACT DOCUMENTS:
2.1 SECTION 00100 Re uest for Pro osals
0-1 and re lace it with the following:
Delete the third line
of the first paragraph on Page 0010 p
77581 unti2:00
lP
.m.,Thursday,JanuarY31,2008,a at which time they will be publicly opened,
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
01 /2008
END OF ADDENDUM NO. 2
00902 - 1 of 1
CITY OF PEARLAND
Section 00903
ADDEMDUM NO. 3
Date: January 24, 2008
ADDENDUM NO. 3
Centennial Park; COP Prof. No. I'K0701
Centennial Water Play Park,in
PROJECT:
BID NO.: 1208-09
BID DATE: January 31, 2008; 2:00p.m.
FROM: Jeffrey H. Cohen, P.E.
Senior Civil Engineer
Ion Design Group, LLC
2800 Henderson Avenue, Studio 100
Dallas, TX 75206
To: Prospective Bidders and Interested Parties
• � ents and will be incorporated into the Contract
Thisaddendum forms a part of the bidding dOCllln Specifications, and
p
Documents, as applicable.
Insofar as the original Contract Documents,
Please acknowledge receipt of this
• � are inconsistent, this Addendum shall govern. to the Cityof
Drawings •
• Proposal form, Section 00300 submitted
Addendum on both copies of the Bid p ACKNOWLEDGE RECEIPT OF ADDENDA ON THE BID
Pearland. FAILURE TO
PROPOSAL FORM MAY BE CAUSE FOR DIS 1 UALIFICATION.
SPECIFICATIONS:
3.1 SECTION 01100 Summar of Work
Delete Paragraph its entiretyand replace it with the following Paragraph 1.02.G:
, g ph 1.02.G in
• an existing water service that will terminate
The Contractor shall be required to connect to • g or shall also be
G. playground. The Contract
elevatedpad constructed for the aquatic piayg will be
near the 7 supply. Power supplied to the site
required to connect to an existing powerpP Y • • A single circuit is
q g
3-wire to a circuit board near the existing pavilion. 120/240V, 1 0, with conductors will be stubbed -Lip to a
�
dedicated to the water park, and a 1-inch conduit
pad, box near the the same as the water supply.
00903 - 1 of 2
01 /2008
ADDENDUM NO. 3
CITY OF PEARLAND
3.2 SECTION
01100 Surnmar of Work
immediately after Paragraph 1.02.1:
Add
the following paragraphimme Y
1500 Paragraph 1.06, is hereby
The requirement for a field
office, as specified in Section 0
J.
waived.
3.3 SECTION
01100 Summar of Work
•
quantify Note 3 on Exhibit El .02, please consider the following: p
To help qua y
fenceplaced along the wetland
plastic construction to be feet on
of temporary orange approximately 160 linear
The length PP
buffers is approximately 500 linear feet on the south side and
the north side.
3.4 SECTION 13080 A uatic Pla 'round E ui •ment & Structures
'
Y 2.4.C.2 in its entirety, and replace it with the following Paragraph 2•4.C.2:
Delete Paragraph
• designed for chemically treated water, 2-way
. PVC solenoid valves designed pre -wired to
2. Cast bronze or psi to 125 psi and 20 gpi�n to 90 gpi�n, and
nori�nall closed, rated for 20
Y
automated control system;
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
01 /2008
END OF ADDENDUM NO. 3
00903 - 2 of 2
CITY OF PEARLAND
Section 00904
ADDEMDUM NO. 4
Date: January 30, 2008
ADDENDUM NO. 4
Centennial Park; COP Proj. No. PI{0701
Centennial Water Play Park, in
PROJECT:
•
BID NO.: 1208-09
BID DATE: January 31, 2008; 2:00p.m.
FROM: Jeffrey H. Cohen, P.E.
Senior Civil Engineer
Ion Design Group, LLC
280
0 Henderson Avenue, Studio 100
Dallas, TX 75206
To: Prospective
tive Bidders and Interested Parties
•and will be incorporated into the Contract
This � forms a part of the bidding documents s Specifications, and
addendum the original Contract Documents, p
Documents, as applicable. Insofar as
o Please acknowledge receipt of this
D
• 'consistent, this Addendum shall govern.'tied to the City of
Drawings are in Proposal form, Section 00300 submitted Addendum on both copies of the Bid p � ADDENDA ON THE BID
Adden ACKNOWLEDGE RECEIPT OF
Pear•land. FAILURE TO A LIFICATION.
PROPOSAL FORM
MAY BE CAUSE FOR MS1 UA
SPECIFICATIONS:
4.1
SECTION 00200 Instructions to Pro osers
rah 4.1.5) inits entirety, and replace it with the following Paragraph 4.1.5):
Delete Paragraph
must be prepared to submit a
• days of Owners request, each Proposerannual income
5) Within two (2) y in of the balance sheet and
Financial Statement of Proposer, consisting the submission of
Fin
the Proposer's last fiscal year end preceding is
statement of Proposer for p shall be used to determine a Propose
• osal. The Financial Statement of Proposerliabilities. A Proposer's
the Prop
•defined as current assets less current
net working capital, which is Proposer's ability to provide
be considered evidence of the P p
net working capital shallof � o osed. T11e Proposer's Financial
financial managementthe project being proposed. and shall be
sufficient fina conspicuously marked as "confidential", St
atement shall be clearly and consp y
01 /2008
00904 - 1 of 2
•
•
•
ADDENDUM NO. 4
CITY OF PEARLAND
• excepted from the Public Information disclosure
deemed and treated as confidential and exc p. such information, if
dseq., as
i Texas Government Code Section 552.001 et ial
requirements of T or proposer, and/or would cause substantial
rel
eased, would give advantage to a competitor p p
competitive harm to Proposer.
Jeffrey H. Cohen, P.E.
Senior Civil Engineer
END OF ADDENDUM NO. 4
00904 - 2 of 2
01 /2008
CITY OF PEARLAND
TECHNICAL SPECIFICATIONS DIVISION 1
TE
CHNICAL SPECIFICATIONS
DIVISION 1
GENERAL REQUIREMENTS
07/2006
•
CITY OF PEARLAND
Section 01100
SUMMARY OF WORK
SUMMARY OF WORK
1.0 GENERAL
1.01 SECTION INCLUDES r this Contract, Owner furnished
of the Work to be performed unde Owner
A • A summary Contractor's use of Premises, and
produc
ts and work, Work sequence, Co
occupancy.
DOCUMENTS
1.02 WORK COVERED BY CONTRACT DCentennial Water Park, in Centennial
A. Work of
the Contract is for the construction of:
Park.
• project sponsored by the City of Pearland,
This project is a public park improvement P
B. Department of Parks & Recreation.
siteproposed aquatic playground will be installed.
Exhibit E 1.O 1 shows the where the q p . shows the
C. rpad site for the aquatic playground,
Exhibit E1.02 shows the existing dimensions of 40'x70',
02
preferred orien
tation of the aquatic playground with nominal
' the drain discharge. Exhibits C 1.01 and E .
and
also shows a conceptual design for a part of this specification Section 01
00.
are hereby attached to and made
that has been elevated and graded by
The aquatic playground shall be located on a site grade the
D. q p required to prepare the subgrade and finishg
others. The Contractor shall be p p
orm to the Contractors design and drainage re q
requirements,
area as necessary to conf
and top
lace and finish a new concrete surface.
• installation of an aquatic playground,
Thisproject includes the design, supply and ]s water
E.
withelements and features, user -activated controls, complete water play el system, and a drainage
• pan automatic, programmable operating y
distribution system,
system.
protective coating consisting of either a
F.
The concrete base slab shall have a p rubber coating (Add
• • i(Add Alternate No. 1), or a poured-in-place,ceinentitious lining,
Alternate No. 2).
• .to an existing water service G. The required Contractor shall be reged to connect that will playground. The
pad constructed for the aquatic playg
terminate near the elevated connect to an existing power supply. Power
be required to pp
Contractor shall also qto a circuit board near the existing
supplied to the site will be 120/240V, 1 0, 3-wire
waterpark, and a l -inch conduit with
A single circuit is dedicated to the the water
pavilion. g
• -u to a 'unction box near the pad, the same as
conductors will be stubbed -up J
supply.
11/2007
01 100 - 1 of-4
CITY OF PEII RLII ND
•
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EXISTING
PARKING
LOT
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SUMMARY OF WORK
is Y• .v
T:E • ;:•:AlciA =t• 7,t..1 i T.,•.. Lt
•
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EXISTING
PAVILION
& FUTURE
REM OOM
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PARK
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CENTENNIAL WATER PLAY PARK
�F�TE.N
•,•
•,F
EXHIBIT E1.01
SITE PLAN
-,:. _r_' ....... .
_.ia.
Ion
Design
Group
_i.
•
01100 - 2 o1.4
CITY OF PEARLAND
•
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11/2007
•-
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CENTENNIAL WATER PLAY PARK
if tTot t< Wit',•
}?'=....: is i•1 C l:t•7•
EXHIBIT E1.02
WATER PLAY PARK PLAN
r ►4
von
Design
Group
s;Tr
-4 s:
ammo
• • 1 • 1 •. 1, • • . •- • :.y :. •
•,,1.1. t.;•
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••
•
0110O-3of•4
SUMMARY OF WORK
CITY OF PEARLAND
' • construct a PVC pipe discharge from the drain
H. The Contractor shall be required to Contractor
the southwest side of the aquatic receptacle to daylight on playground. The• ,
shall also be requi
red to construct a swale from the daylight to the edge of the wetland
buffer, as shown on Exhibit El .02.
for obtaining any all local, state and federal and
1. The Contractor shall be responsible for the construction and operation of the facility.
perm its required
The requirement for a field office, as specified in Section 01500 Paragraph 1.06, is
J. p
hereby waived.
1.04 OWNER --FURNISHED PRODUCTS & WORK
contract for work to construct a 4-inch domestic water meterA. The City of Pearland will proposed aquatic
elevatedpad that will be constructed for thep p q
and service to the playgrou
nd. The water service will be installed with a backflow preventer at the
meter. The water service will terminate at or near the elevated pad.
1.05 WORK SEQUENCE
•to Engineer & Owner for approval as specified
A. Contractor to submit project schedule g
in Section 01300 — Submittals.
Work with the Engineer and Owner as specified in
B. Contractor shall coordinate the g
Section 01040 - Coordination and Meetings.
1.07
CONTRACTOR'S USE OF PREMISES
•
access
to the site and Contractor's A. Comply with procedures for use of rights -of -way as
speci
fied in Section 01140 - Contractor's Use of Premises.
B. Contractor shall be responsible for all utilities required for construction.
1.08 OWNER OCCUPANCY
A. Cooperate with the Owner to i11iniinize conflict, and to facilitate the Owner's
operati
ons. Coordinate Contractor's activities with Engineer.
B.
Schedule Work to accommodate this requirement.
2.0 PRODUCTS-NotUsed
3.0 EXECUTION-NotUsed
END OF SECTION
•
O1100-4of4
11 /2007
CITY OF PEARLAND
CONTRACTOR'S USE OF PREMISES
Section 01140
CONTRACTOR'S USE OF PREMISES
1.0 GENERAL
1.01 SECTION INCLUDES
A General use of the Project Site including PI�°psandinside
driveways adnd notto
e limits of
construction, work affecting roads, ramps, streets
adjacent occupants.
B References to Technical Specifications:
1. Section 01350 — Submittals
2. Section 01730 — Cutting & Patching
3. Section 01555 — Traffic Control & Regulation
4. Section 01562 — Waste Material Disposal
5. Section 02980 — Pavement Repair
6. Section 02770 — Curbs, Curb & Gutter & Headers
7. Section 02255 — Bedding, Backfill, & Embankment Materials
8. Section 02922 — Sodding
9. Section 02921 — Hydromulch Seeding
1.02 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
1.03 LIMITS OF CONSTRUCTION
A Confine access, operations, and storage in Sectionits of 00700nstGeneral Condrtionson as shown on the of
Plans provided by Owner as stipulated
Agreement; trespassing on abutting lands or other lands in the area is not allowed.
se of
vate
g Contractor may make arrangements, at Contractor's � urety shalpindemst, for temorary in indemnify andthold
properties, in which case Contractor and Contractor's
harmless the Owner against claims or demands arising from such use of properties
outside of the limits of construction.
he
C Restrict total length which materials
000may
linebr feetdistributed
lesa otherwise approvedtby
construction at any one time to ,
Engineer.
1.04 PROPERTIES OUTSIDE OF LIMITS OF CONSTRUCTION
A Altering the condition of properties ab ent to and the Engineer ong andhe proimits of perty owne �s�cnstruction
will not be permitted unless authorizedy
01140 - 1 of-4
07/2006
CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES
B Means, methods, techniques, sequences, or procedures which will result in damage to
properties or improvements in the vicinity outside of the limits of construction will
not be permitted.
C Any damage to properties outside of the limits of construction shall be repaired or
replaced to the satisfaction of the Engineer and at no cost to the Owner.
1.05 USE OF SITE
A Obtain approvals of governing authorities prior to impeding or closing public roads or
streets. Do not close consecutive intersections simultaneously.
B Notify Engineer 48 hours prior to closing a street or a street crossing. Permits for
street closures are required in advance and are the responsibility of the Contractor.
C Maintain access for emergency vehicles including access to fire hydrants.
D Avoid obstructing drainage ditches or inlets; when obstruction is unavoidable due to
requirements of the Work, provide grading and temporary drainage structures to
maintain unimpeded flow
E Locate and protect private lawn sprinkler systems which may exist on rights -of -ways
within the Project Site. Repair or replace damaged systems to condition equal to or
better than that existing at start of the Work.
F When required by the Work, cutting, patching, and fitting of Work to existing
facilities, accommodating installation or connection of Work with existing facilities, or
uncovering Work for access, inspection, or testing shall be performed in accordance
with Section 01730 — Cutting & Patching.
G Fires are not permitted on the Project Site.
1.06 NOTIFICATION TO ADJACENT OCCUPANTS
A Notify individual occupants in areas to be affected by the Work of the proposed
consti uction and time schedule. Notification shall be 24 hours, 72 hours and 2 weeks
prior to work being performed within 200 feet of the homes or businesses.
B Include in notification names and telephone numbers of two representatives for
resident contact who will be available on 24-hour call. include precautions which will
be taken to protect pt ivate property and identify potential access or utility
inconvenience or disruption
C Submit proposed notification to Engineer for approval. Consideration shall be given
to the ethnicity of the neighborhood where English is not the dominant language.
Notice shall be in an understandable language.
07/2006
01140-2of4
CITY OF PEARLAND
1.07 EXCAVATION IN STREETS AND DRIVEWAYS
on a
et
r any
A Avoid hindering or needlessly
inconveniencing
o enihanetwo blocks►c attany lone time1eexcoept by
intersecting alley or street
permission of the Engineer.
he Work requires
of an
g Obtain the Engineer's approval whentthe Contractor's respon closing
ty
entire street. Permits required for street closure are
Avoid unnecessary inconvenience to abutting property owners.
C Remove surplus materials and debris and open 1000 feet or Tess for public use as work
in that block is complete.
p Acceptance of any portion of the Work will not be based on return of street to public
use.
E Avoid obstructing driveways or entrances to private property.
l in one
nuous
F Provide temporary crossing or complete
olf obstruction when e and avat o►ln is required►across
operation to minimize the duration
drives or entrances.
G Provide barricades and signs in accordance with Section 01555 — Traffic Control &
Regulation.
CONTRACTOR'S USE OF PREMISES
1.08 CLEAN-UP
A Maintain Project Site in a neat and orderly manner.
g Perform daily clean-up in and around construction zone of dirt, debris, scrap materials,
other disposable items.
C Leave streets, driveways, and sidewalks broom -clean or its equivalent at the end of
each work day.
p Promptly remove barriers, signs, and components of other control systems that are no
longer being utilized.
E Dispose of waste and excess materials in accordance with requirements of Section
01562 — Waste Material Disposal.
1.09 RESTORATION
A
Restore damaged permanent facilities to pre -construction conditions unless
replacement or abandonment of facilities is indicated on the Plans.
g Repair/Replace removed or damaged pavement in naccordance d he de Ss in an oection 2980 —
Pavement Repair and removed or damaged curbs gutters
e
with Section 02770 — Curbs, Curb & Gutter, & Headers. Repair/Replace with like
01140-3 ot'4
07/2006
CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES
materials to match existing style, lines, grades, etc., unless otherwise directed by
Engineer.
C Repair turf areas which become damaged by Contractor's operations at no additional
cost to Owner.
1. Level with bank sand or topsoil, conforming to Section 02255 — Bedding,
Backfill, & Embankment Materials as approved by the Engineer.
2. Provide sodding in areas of residential land use over the surface of ground
disturbed during construction and not paved, or not designated to be paved,
in accordance with Section 02922 — Sodding. Use only block sodding; do
not use spot sodding or sprigging
3. Provide hydromulch seeding in areas of commercial industrial or
undeveloped land use over the surface of ground disturbed during
construction and not paved, or not designated to be paved in accordance
with Section 02921 — Hydromulch Seeding.
4. Water and level newly sodded areas with adjoining turf using steel wheel
rollers appropriate for sodding.
2.0 PRODUCTS -NotUsed
3.0 EXECUTION - NotUsed
END OF SECTION
07/2006
01140-4of4
CITY OF PEARLAND
MEASUREMENT AND PAYMENT PROCEDURES
Section 01200
MEASUREMENT AND PAYMENT PROCEDURES
1.0 GENERAL
1.01 SECTION INCLUDES
A Procedures for measurement and payment of Work.
g Conditions for nonconformance assessment and nonpayment for rejected products.
C References to Technical Specifications: See Bid Proposal Sheet
p Reference Standards:
1, Concrete Reinforcing Steel Institute (CRSI)
2. American Institute of Steel Construction (AISC)
1.02 AUTHORITY
A Units and methods delineated in this Section are intended to complement the criteria of
the Technical Specifications and Section 00300 — Bid Proposal.
g 1n the event of conflict, the unit specified for Bid Items in Section 00300 — Bid
Proposal shall govern.
C Measurements and quantities submitted by the Contractor will be verified by the
Engineer.
p Contractor shall provide necessary equipment, workers, and survey personnel as
required by Engineer to verify quantities.
1.03 UNIT QUANTITIES SPECIFIED
A Quantity and measul ement estimates stated in Section 00300 — Bid Proposal are for
contract purposes only. Quantities and
measurements
determine supplied
ntt asplacestatded in in Sectio
the Work,
authorized and verified by Engineershall
00700 — General Conditions of Agreement.
antities
g If the actual Work requires greater orlesser quantits than those u red qr ant tiesr�at the unitdp rcea
in Section 00300 — Bid Proposal, provide t e req
contracted except as otherwise stated in Section 00700 — General Conditions of
Agreement or in executed Change Order.
1.04 MEASUREMENT OF QUANTITIES
d steel
A Measurement by Weight: ReinforcinA1SCg IM�m�al of Steeld or eConstru�tion weights
metal
shapes will be measured by CRSI ot
Welded assemblies will be measured by CRSI or AISC Manual of Steel Construction
or scale weights.
01200 - 1 of 3
BOILER PLATE: .TUNE 2006
CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES
B Measurement by Volume.
1. Stockpiles: Measured by cubic dimension using mean length, width, and
height or thickness.
2. Excavation and Embankment Materials: Measured by cubic dimension
using the average end area method.
C Measurement by Area: Measured by square dimension using mean length and width
or radius.
D Linear Measurement: Measured by linear dimension, at the item centerline or mean
chord.
E Stipulated Price Measurement: By unit designated in the agreement.
F Other: Items measured by weight, volume, area, or lineal means or combination, as
appropriate, as a completed item or unit of the Work.
1.05 PAYMENT
A Payment includes full compensation for all required supervision, labor, products, tools,
equipment, plant, transportation, services and incidentals; and erection, application or
installation of an item of the Work; and Contractor's overhead and profit. The price
bid shall include the total cost for required Work. Claims for payment as Unit Price
Work not specifically covered in Section 00300 — Bid Proposal will not be accepted.
B Progress Payments for Unit Price Work will be based on the Engineer's observations
and evaluations of quantities incorporated in the Work multiplied by the unit price.
C Progress Payments for Lump Sum Work will be based on the Engineer's observations
and evaluations of the percentage of quantities included in the schedule of values
incorporated in the Work.
D Final Payment for Work governed by unit prices will be made on the basis of the
actual measurements and quantities determined by Engineer multiplied by the unit
price for Work which is incorporated in or made necessary by the Work.
1.06 NONCONFORMANCE ASSESSMENT
A Remove and replace the Work, or portions of the Work, not conforming to the
Contract Documents.
B lf, in the opinion of the Engineer, it is not practical to remove and replace the Work,
the Engineer will direct one of the following remedies:
1. The nonconforming Work will remain as is but the unit price will be
adjusted to a Lowe► price at the discretion of the Engineer.
2. The nonconforming Work will be modified as authorized by the Engineer,
and the unit price will be adjusted to a lower price at the discretion of the
Engineer, if the modified Work is deemed to be less suitable than originally
specified.
BOILER PLATE: JUNE 2006
01200-2of3
CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES
C Individual Technical Specifications may modify these options or may identify a
specific formula or percentage price reduction
p The authority of the Engineer to assess the nonconforming Work and identify payment
adjustment is final.
1.07 NONPAYMENT FOR REJECTED PRODUCTS
A Payment will not be made for any of the following:
1. Products wasted or disposed of in a manner that is not acceptable to
Engineer.
2. Products determined as nonconforming before or after placement.
3. Products not completely unloaded from transporting vehicle.
ines and levels of the required
ork.
4. Products pr mai ingbeond the on handlafter completion of the Work, unless specified
5. Products remaining
otherwise
6. Loading, hauling, and disposing of rejected products.
2.0 PRODUCTS - Not Used
3.0 EXECUTION - Not Used
END OF SECTION
01200-3of3
BOILER PLATE: RINE 2006
CITY OF PEARLAND CHANGE ORDER PROCEDURES
Section 01290
CHANGE ORDER PROCEDURES
1.0 GENERAL
1.01 SECTION INCLUDES
A Procedures for processing Change Orders, including:
1. Assignment of a responsible individual for approval and communication of
changes in the Work;
2. Documentation of change in Contract Price and Contract Time;
3. Change procedures, using proposals and construction contract
modifications, Work Change Directive, Stipulated Price Change Order, Unit
Price Change Order, Time and Materials Change Order;
4. Execution of Change Orders*
5. Correlation of Contractor Submittals.
B References to Technical Specifications:
1. Section 01350 — Submittals
2. Section 01760 — Project Record Documents
C Other References*
1. Rental Rate Blue Book for Construction Equipment (Data Quest Blue
Book). Rental Rate is defined as the full unadjusted base rental rate for the
appropriate item of construction equipment.
1.02 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
1.03 RESPONSIBLE INDIVIDUAL
A Contractor shall provide a letter indicating the name and address of the individual
authorized to execute change documents, and who shall also be responsible for
informing others in Contractor's employ and Subcontractors of changes to the Work.
The information shall be provided at the Preconstruction Conference.
1.04 DOCUMENTATION OF CHANGE IN CONTRACT PRICE AND CONTRACT
TIME
A Provide full information required for identification and evaluation of proposed
changes, and to substantiate costs of proposed changes in the Work.
B Contractor shall document each Proposal for Change in cost or time with sufficient
data to allow for its evaluation
07/2006
01290- 1 of4
CITY OF PEARL AND
C Proposal for Change shall include, as a minimum, the following information as
applicable:
1. Original Quantities of items in Section 00300 — Bid Proposal with
additions, reductions deletions, and substitutions
2. When Work items were not included
cdin tor the ction 00300 — new items, withdSuPPo Ling
Contractor shall provide unitprices
information as required by the Engineer
3. Justification for any change in Contract Time.
4. Additional data upon request.
p For changes in the Work performed on a time -and -material basis, the following
additional information may be required:
1. Quantities and description of products and equipment.
2. Taxes, insurance and bonds.
3. Overhead and profit as noted in Section 00700 — General Conditions of
Agreement, 7.03 ` Extra Work".
4. Dates and times work was performed, and by whom.
5. Time records and certified copies of applicable payrolls.
6. invoices and receipts for products, rented equipment, and subcontracts,
similarly documented
E Rented equipment will be paid to the Contractor by actual invoice cost for the duration
of time required to complete the there wOC�ent would otherwise be othe extra work prthessaely a
the
portion of the ► ental invoice where q P
Contractor shall compute the hourly eqr ►and onement aweteek equals 40the
ho�r st)aOperarng
invoice by 176. (One day equals 8 ho
ucosts shall not exceed the estimated operating costs given for the item of equipment in
the Blue Book.
F For changes in the work performed on a time -and -materials basis using Contractor -
owned equipment compute rates with the Blue Book as follows:
1. Multiply the appropriate Rental Rate by an adjustment factor of 70 percent
plus the full rate shown for operating costs. The Rental Rate utilized shall
be the lowest cost combination of hourly daily, weekly or monthly rates.
ne extra
ift per
Use 150 percent of the double of the Rental Rate fo more► shifts
oantwo shifts day) and 200 percentper day.
No other rate adjustments shall apply.
2. Standby rates shall be 50 percent of the appropriate Rental Rate shown in
the Blue Book. Operating costs will not be allowed
1.05 CHANGE PROCEDURES
A Changes to Contract Price or Contract►� c� ve or written acceptance e can only be made by issuance of a Change by the Engineer of
Order. Issuance of a Work Changepe in
changes will be formalized into Change Section►s. 00700t1 Sr►Gen rch aanges h Conditions of
accordance with the requirements of
Agreement, 7.01 "Change Orders".
CHANGE ORDER PROCEDURES
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07/2006
CITY OF PEARLAND CHANGE ORDER PROCEDURES
B The Engineer will advise Contractor of Minor Changes in the Work not involving an
adjustment to Contract Price or Contract Time as authorized by Section 00700 —
General Conditions of Agreement, 7.02 "Minor Changes", by issuing supplemental
instructions.
C Contractor may request clarification of Plans, Technical Specifications or Contract
Documents or other information. Response by the Engineer to a Request for
Information does not authorize the Contractor to perform tasks outside the scope of the
Work. All changes must be authorized as described in this Section.
1.06 PROPOSALS FOR CHANGE AND CONTRACT MODIFICATION
A The Engineer may issue a Request for Proposal, which includes a detailed
description of a proposed change with supplementary or revised Plans and Technical
Specifications. The Engineer may also request a proposal in the response to a Request
for Information. Contractor will prepare and submit its Proposal for Change within 7
days or as specified in the request.
B The Contractor may propose an unsolicited change by submitting a Proposal for
Change to the Engineer describing the proposed change and its full effect on the Work
with a statement describing the reason for the change and the effect on the Contract
Price and Contract Time including full documentation.
1.07 WORK CHANGE DIRECTIVE
A Engineer may issue a signed Work Change Directive instructing the Contractor to
proceed with a change in the Work, for subsequent inclusion in a Change Order.
B The document will describe changes in the Work and will designate a method of
determining any change in Contract Price or Contract Time.
C Contractor shall proceed promptly to execute the changes in the Work in accordance
with the Work Change Directive.
1.08 STIPULATED PRICE CHANGE ORDER
A A Stipulated Price Change Order will be based on an accepted Proposal for Change
including the Contractor's lump sum price quotation.
1.09 UNIT PRICE CHANGE ORDER
A Where Unit Prices for the affected items of the Work are included in Section 00300 -
Bid Proposal , the Unit Price Change Order will be based on unit prices as originally
bid, subject to provisions of Section 00700 — General Conditions of Agreement.
B Where unit prices of the Work are not pre -determined in Section 00300 — Bid
Proposal, Work Change Directive or accepted Pioposal tor Change will specify the
unit prices to be used.
01290 - 3 ail
07/2006
CHANGE ORDER PROCEDURES
CITY OF PEARLAND
1.10 TIME -AND -MATERIAL CHANGE ORDER
A
Contractor shall provide an itemized account and supporting data after completion of
change, within time limits indicated for claims in Section 00700 —General Conditions
of Agreement.
g Engineer will determine the change allowable in Contract Price and Contract 7 ime as
provided in Section 00700 — General Conditions of Agreement.
al
s as
C Contractor shall maintain detailed records work
of Change done on inaContract' Price sand
specified in this Section, 1.04 Documentation
Contract Time' .
p Contractor shall provide full information required for evaluation of changes, and shall
substantiate costs for changes in the W
EXECUTION OF CHANGE DOCUMENTATION
A Engineer will issue Change Orders, Work Change Directives, or accepted Proposals
for Change for signatures of parties named in Section 00500 — Standard Form of
Agreement.
1.12 CORRELATION OF CONTRACTOR SUBMITTALS
ule
A For Stipulated Price Contracts, Contractor ct°ecordlpromptly revise each authorized Chandge O derof aasea
and Application for Payment form
separate line item and adjust the Contract Price.
g For Unit Price Contracts, the next monthly Application for Payment of the Work after
acceptance of a Change Order will be revised to include any new items not previously
included and the appropriate unit rates.
flect any
ange in
ntract
C Contractor shall promptly revise progress schedules rieor otheritems of wohk affected by the
Time, and shall revise schedulesadjust
change, and resubmit for review
opies of
he
p Contractor shall promptly enter changes ct Documents rte asrequired nd in Section 01760 Plans,
Technical Specifications or Con
Project Record Documents.
2.0 PRODUCTS - Not Used
3.0 EXECUTION - NotUsed
END OF SECTION
01290-4of4
07/2006
CITY OF PEARLAND COORDINATION AND MEETINGS
Section 01310
COORDINATION AND MEETINGS
1.0 GENERAL
1.01 SECTION INCLUDES
A Section includes general coordination including Preconstruction Conference, Site
Mobilization Conference, and Progress Meetings.
B References to Technical Specifications:
1. Section 01100 — Summary of Work
1.02 RELATED DOCUMENTS
A Coordination is required throughout the documents. Refer to all of the Contract
Documents and coordinate as necessary.
1.03 ENGINEER AND REPRESENTATIVES
A The Engineer may act directly or through designated representatives as defined in
Section 00700 — General Conditions of Agreement, 1.01 "Owner, Contractor, and
Engineer", and as identified by name at the Preconstruction Conference.
1.04 CONTRACTOR COORDINATION
A Coordinate scheduling, submittals, and work of the various Technical Specifications to
assure efficient and orderly sequence of installation of interdependent construction
elements.
B Coordinate completion and clean up of the Work for Substantial Completion and for
portions of the Work designated for Owner's partial occupancy.
C Coordinate access to Project Site for correction of nonconforming work to minimize
disruption of Owner's activities where Owner is in partial occupancy.
1.05 PRECONSTRUCTION CONFERENCE
A Engineer will schedule a Preconstruction Conference.
B Attendance Required: Engineer's representatives, Consultants, Contractor, and major
Subcontractors.
07/2006
C Agenda:
1. Distribution of Contract Documents.
2. Designation of personnel representing the parties to the Contract, and the
Consultant.
3. Review of insurance.
01310-1of3
CITY OF PEARLAND
4. Discussion of formats proposed by the Contractor for Schedule of Values,
and Construction Schedule.
5. Discussion of required Submittals, including, but not limited to, Work
Plans, Traffic Control Plans, Safety Programs, Construction Photographs.
6. Procedures and processing of Shop Drawings and other submittals,
substitutions, Applications for Payment, Requests for information, Request
for Proposal, Change Orders, and Contract Closeout.
7. Scheduling of the Wo►k and coordination with other contractors.
8. Review of Subcontractors.
9. Appropriate agenda items listed in this Section, 1.06 "Site Mobilization
Conference", when Preconstruction Conference and Site Mobilization
Conference are combined.
10. Procedures for testing.
11. Procedures for maintaining Project Record Documents.
12. Designation of the individual authorized to execute change documents and
their responsibilities.
13. •Discussion of requirements of a Trench Safety Program.
1.06 SITE MOBILIZATION CONFERENCE
A When required by Section 01100 — Summary of Work, Engineer will schedule a Site
Mobilization Conference at the Project Site prior to Contractor occupancy.
g Attendance Required: Engineer representatives, Consultants, Contractor's
Superintendent, and major Subcontractors.
COORDINATION AND MEETINGS
C Agenda:
1. Use of premises by Owner and Contractor
2. Safety and first aid procedures
3. Construction controls provided by Owner
4. Temporary utilities
5. Survey and layout
6. Security and housekeeping procedures
1.07 PROGRESS MEETINGS
nated
y
e
A Progress Meetings shall be held at Project Site or heldintervals, other alslocation more fr equegt ntervbalsl if
Engineer Meeting shall beat monthly
directed by Engineer.
g Attendance Required: Job superintendent, major Subcontractors and suppliers,
Engineer representatives and Consultants as appropriate to agenda topics for each
meeting.
C Engineer or his representative will make arrangements for meetings, and recording
minutes.
p Engineer or his representative will prepare the agenda and preside at meetings.
01310-2of3
07/2006
CITY OF PEARLAND COORDINATION AND MEETINGS
E Contractor shall provide required information and be prepared to discuss each agenda
item.
F Agenda:
1. Review minutes of previous meeting.
2. Review of Construction Schedule, Applications for Payment, payroll and
compliance submittals.
3. Field observations, problems, and decisions.
4. Identification of problems which impede planned progress.
5. Review of Submittal Schedule and status of submittals.
6. Review status of Requests for Information, Requests for Proposal.
7 Review status of Change Orders.
8 Review of off -site fabrication and delivery schedules.
9 Maintenance of updates to Construction Schedule.
10. Corrective measures to regain projected schedules.
11. Planned progress during succeeding work period.
12. Coordination of projected progress
13. Maintenance of quality and work standards.
14. Effect of proposed changes on Construction Schedule and coordination.
15. Other items relating to the Work.
2.0 PRODUCTS -NotUsed
3.0 EXECUTION - NotUsed
END OF SECTION
07/2006
01310-3of3
CITY OF PEARLAND
Section 01350
SUBMITTALS
SUBMITTALS
1.0 GENERAL
This Section contains general lists of Submittals and Technical Spe ificaiat►0ns tthate may e
required for the Work. When Submittals are
required
Specifications refer to this Section for Submittal requirements and procedures.
1.01 SECTION INCLUDES
A Submittal procedures for:
1. Schedule of Values
2. Construction Schedules
3. Shop Drawings, Product Data, and Samples
4. Operations and Maintenance Data
5. Manufacturer's Certificates
6. Construction Photographs
7. Project Record Documents
8. Design Mixes
B References to the following Technical Specifications:
1. Section 01310 — Coordination & Meetings
2. Section 01630 — Product Options & Substitutions
3. Section 01100 — Summary of Work
4. Section 01380 — Construction Photographs
5. Section 01760 — Project Record Documents
6. Section 02530 — Gravity Sanitary Sewers
1.02 SUBMITTAL PROCEDURES
A Scheduling and Handling
1. Schedule Submittals well in advance
delivery of the `ed for of material material or
equipment nafter
construction. Allow time to m
Submittal is approved
ew,
2. Develop a Submittal Schedule pa, ► evt allows
iew of allsufficient
s ►bmittals. The Enginee►•►w Il
correction, resubmission and f
review and return submittals to the Contractor as expeditiously as possible but
ty
the amount of time required for ►evilewn no will
lcase vary
w 11 adepending
Submittal Schedule ibe
and quantity of data submitted.
acceptable which allows Tess than 30 days for initial review by the Engineer
This time for review shall in no way be justification for delays or additional
compensation to the Contractor.
e Technical
3. The Engineer's review i ensof �onstals covers whi h affect the►ity tolayout thTheaContractor is
ns,
Specifications, an
responsible for quantity determination. The Contractor is responsible for any
errors, omissions or deviations from the Contract requirements; review of
01350-1of6
07/2006
CITY OF PEARLAND
SUBMITTALS
submittals in no way relieves the Contractor from his obligation to furnish
required items according to the Plans and Technical Specifications.
4. Submit 5 copies of documents unless otherwise specified in this Section or by
individual Technical Specifications.
5. Revise and resubmit submittals as required. Identify all changes made since
previous submittal.
6. The Contractor shall assume the risk for material or equipment which is
fabricated or delivered prior to approval. No material or equipment shall be
incorporated into the Work or included in Applications for Payment until
approval has been obtained in the specified manner.
B Transmittal Form and Numbering
1. Transmit each submittal to the Engineer with a transmittal form.
2. Sequentially number each transmittal form beginning with the number 1. Re -
Submittals shall use the original number with an alphabetic suffix (i.e., 2A for
first Re -Submittal of Submittal 2 or 15C for third Re -Submittal of Submittal
15) Each submittal shall only contain one type of work, material, or
equipment. Mixed submittals will not be accepted.
3. Identify variations from requirements of Contract Documents and identify
p►oduct or system limitations.
4. For submittal numbering of video tapes, see this Section, 1.10 "Video".
C Contractor's Certification
1. Each submittal shall contain a statement or stamp signed by the Contractor,
certifying that the items have been reviewed in detail and are correct and in
accordance with Contract Documents, except as noted by any requested
variance.
1.03 SCHEDULE OF VALUES
A Submit a Schedule of Values at least 10 days prior to the first Application for
Payment. A Schedule of Values shall be provided for each of the items indicated as
Lump Sum (LS) in Section 00300 — Bid Proposal for which the Contractor requests to
receive Progress Payments.
B Schedule of Values shall be typewritten on 8-1/2" x 1 1", plain bond, white paper. Use
the Table of Contents of this Project Manual as a format for listing costs of Work by
Section
C Round off figures for each listed item to the nearest $100.00 except for the value of
one item if necessary. to make the total price for all items listed in the Schedule of
Values equal to the applicable Lump Sum in Section 00300 — Bid Proposal.
D For Unit Price Contracts, items should include a proportional shaie of Contractor's
overhead and profit, such that the total of all items listed in the Schedule of Values
equals the Contract amount For Stipulated Price Contacts, Mobilization Bonds, and
Insurance may be listed as separate items in the Schedule of Values.
07/2006
01350-2616
CITY OF PEARLAND
and
E
For Lump Sum equipment items, where Submittals
for Testing
Data asting, ed,
Balancing Reports in conjunction with Ope►at►o
include a separate item for equipment Operation and Maent intenance
Adjustingne Data
aSubmittals aand
ng
a separate item for Submittals °q►of the Lump Sum.
Reports, each valued at five (5) percent
contract
Revise the Schedule of Values andChangeb► ►t for ites affcteDirectivesn Submi t red
isbed S h dole
modifications, Change Orders, and Work Application for Payment after the changes are
of Values 10 days prior to the first
approved by the Engineer.
1.04 CONSTRUCTION SCHEDULES
f
Submit Construction Schedules for the W°�►� Submittal shall bn eat a minimum, with the ►rements a bar chart,
this Section. The Construction Schedule Su
(computer generated or prepared manually) and a narrative report.
and
g During the Preconstruction Meeting, as anoted
sa n►n Section 01310 le of the format to berth► ed►for the
Meetings, the Contractor shall provide p
Construction Schedule Submittal. vheded within 7t is `days of the Submittal of the sample.
bject to approval by the Engineer.
Review of the Submittal will be pro
C Within 7 days of the receipt of approval r° th e Contractor shall submit rmat, or 4a proposed
ays of the
Notice to Proceed, whichever is la
Construction Schedule for review. The Construction Schedule Submittal shall meet
the following requirements:
1. The Construction Schedule shall usually include a total of at least 20 but not
more than 50 activities. Fewer activities may be accepted if approved by the
2. For Projects with work at different physical locations each location should Engineer.
be
indicated separately within the Construction Schedule.
3. For projects with multiple rafts or indicated significant
separately t►withinathe Construcomponction
these elements should be
4. For Projects with multiple types of tasks within the scope, these types of work
Schedule.
should be indicated separately within the Construction Schedule.
over 25
5. For Projects with significant ►n�c°i equipment items or ce the Construction S hedule shalworth
indicate
percent of the Total Contract
dates when these items are to be purchased, when they are to be delivered, and
when installed.
6. For Projects where operating plants are operationlshall be identified in the
each period of work which
will require the shut down of any process or
Construction Schedule and must be agreed to by the Engineer prior to starting
work in the area.
7. A Billing Schedule (tabulation O thoVeetContract monthly
i' with billings)
le►fis t Construction
Work
shall be prepared and submittedby
Schedule. This information is not required in the monthly updates unless
significant changes in Work require re -submittal of the Construction Schedule
for review. The total for each month and a cumulative total will be indicated.
01350-3of6
SUBMITTALS
F
A
07/2006
CITY OF PEARLAND
SUBMITTALS
These monthly forecasts are only for planning purposes of the Engineer.
Monthly payments for actual work completed will be made by the Engineer in
accordance with Section 00700 - General Conditions of Agreement.
D The Contractor must receive approval of the Engineer for the Construction Schedule
and Billing Schedule prior to the first monthly Application for Payment No payment
will be made until these are accepted.
E Upon written request from the Engineer, the Contractor shall revise and submit for
approval all or any part of the Construction Schedule to reflect changed conditions in
the Work or deviations made from the original plan and schedule.
F The Contractor's Construction Schedule shall thereafter be updated with the Actual
Start and Actual Finish Dates, Percent Complete, and Remaining Duration of each
Activity and submitted monthly. The date to be used in updating the monthly
Construction Schedule shall be the same Date as is used in the monthly Application
for Payment. This monthly update of the Construction Schedule shall be required
before the monthly Application for Payment will be processed for payment.
G The narrative Construction Schedule Report shall include a description of changes
made to the Construction Schedule; Activities Added to the Construction Schedule;
Activities Deleted from the Construction Schedule; any other changes made to the
Construction Schedule other than the addition of Actual Start Dates and Actual Finish
Dates and Remaining Durations.
1.0.5 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
A Shop Drawings
1. Submit Shop Drawings for review as required by the Technical Specifications.
2. Contractor's Certification, as described in this Section, 1.02 "Submittal
Procedures" shall be placed on each Shop Drawing.
3. The Shop Drawing shall accurately and distinctly present the following:
a. Field and erection dimensions clearly identified as such.
b. Arrangement and section views.
c. Relation to adjacent materials or structure including complete
information for making connections between work under this Contract
and work under other contracts.
d. Kinds of materials and finishes.
e. Parts list and descriptions.
f. Assembly Shop Drawings of equipment components and accessories
showing their respective positions and relationships to the complete
equipment package.
g. Where necessary for clarity, identify details by reference to sheet
numbers and detail numbers, schedule or room numbers as shown on
the Plans.
4. Shop Drawing Drawings shall be to scale, and shall be a true representation of
the specific equipment or item to be furnished.
B Product Data
01350-4of6
07/2006
SUBMITTALS
CITY OF PEARLAND
1. Submit Product Data for review when required in individual Technical
Specifications.
2. Contractor's Certification, as described in this Section, 1.02 "Submittal
Procedures" shall be placed on each data item submitted.
e
ucts, models,
3. Mark each copy to identify aplicapfac b reprodandard data to pro►v►de informatto be ionin
this Project. Supplement inan
unique to this Project, where required by the Technical Specification.
4. For products specified only by reference standrd, submit nand applacable referenceustandard� trade
name, model or catalog designation,
5. For Approved Products those designated in the Technical Specifications
followed by the words 'or approved equal" submit manufacturer, trade name,
model or catalog designation, and applicable reference standard.
6. For products proposed as alternates to Approved Products, refer to Section
01630 - Product Options and Substitutions, 1.04 "Selection Options" and 1.07
"Substitution Procedures".
7 For products that are neither Pre -Approved, Approved, specified only by
reference standard, nor proposed as alternates, submit product description,
trade name, manufacturer, and suppl
er.EnContractor
aoOwner
provide additional
information upon written requestby
C Samples
1. Submit samples for review as required by the Technical Specification.
is Section, 1.2
al
2. Contractor's Certification; as
escribed in each samplehor a firmly attached sheettof
Procedures' , shall be placed on
paper.
3. Submit the number of samples specified in the Technical Specification; one of
which will be retained by the Engineer.
4. Reviewed samples which may be used in the Work are identified in the
Technical Specifications.
1.06 OPERATIONS AND MAINTENANCE DATA
A When specified in Technical Specification, submit manufacturers' printed instructions
for delivery storage, assembly, installation, start-up, operation, adjusting, finishing,
and maintenance.
13 Contractor's Certification, as described
in this Section. 1.02 "Submittal Procedures",
shall be placed on front page of each
C t.
Identify conflicts between manufacturers' instructions and Contract Documents.
1.07 MANUFACTURER'S CERTIFICATES
A When specified in Technical Specification, submit manufacturers' certificate of
compliance for review by Engineer.
B Contractor's Certification, as described inthis Section, 1.02 "Submittal Procedures",
shall be placed on front page of thecertificate.
01350 - 5 of6
07/2006
CITY OF PEARLAND
SUBMITTALS
C Submit supporting reference data, affidavits, and certifications as appropriate.
D Manufacturer's Certificates may be recent or previous test results on material or
product, but must be acceptable to Engineer.
1.08 CONSTRUCTION PHOTOGRAPHS
A When required by Section 01100 — Summary of Work, submit photographs in
accordance with Section 01380 — Construction Photographs.
1.09 PROJECT RECORD DOCUMENTS
A Submit Project Record Documents in accordance with Section 01760— Project Record
Documents.
1.10 VIDEO
A Submit television video in DVD format as required in individual Technical
Specifications.
B Transmittal forms for video disks shall be numbered sequentially beginning with TOI,
T02, T03, etc.
1.11 DESIGN MIXES
A When specified, submit design mixes for review.
B Contractor's Certification, as described in this Section, 1.02 "Submittal Procedures",
shall be placed on front page of each design mix.
C Mark each design mix to identify proportions, gradations and additives for each class
and type of design mix submitted Include applicable test results on samples for each
mix.
D Maintain a copy of approved design mixes at mixing plant.
2.0 PRODUCTS - NotUsed
3.0 EXECUTION - NotUsed
END OF SECTION
07/2006
01350-6of6
CITY OF PEARLAND
CONSTRUCTION PHOTOGRAPHS
Section 01380
CONSTRUCTION PHOTOGRAPHS
1.0 GENERAL
1.01 SECTION INCLUDES
A Requirements for construction photographs and submittals.
g References Technical Specifications:
1. Section 01100 — Summary of Work
2. Section 01350 — Submittals
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Construction
Photographs under this Section. Include cost in Bid Items for installed Work.
1.03 SUBMITTALS
A When required by Section 01100 this Section.
t on, of Work, submit photographs in
accordance applicable provisions of
g Make Submittals required by this and related Sections under the provisions of Section
01350 — Submittals.
Prepare three (3) prints of each view and submit two (2) prints directly to the Project
C
Manager within seven (7) days of taking photographs. One (1) print shall be retained
by the Contractor in the field office at the Project Site and available at all times for
reference.
all
mit extra
of
p When requested by the Project Manager,to desigContractor nated ated partieshwho will pay the costs for
photographs, for distribution directlyg
the extra prints directly to the photographer
E When required by individual Sections, submit photographs taken prior to start of the
Work to show original Project Site conditions.
When required by Contract Documents, submit photographs with Application for
Payment.
G When required by individual Sections, submit photographs taken following completion
of the Work to show the condition in which the Project Site will be left
H With each submittal, include tpg andfc negatives in date photographsprotective were takenenvelopes,
identified by Project Name, Conractor,
01380-1of3
07/2006
CITY OF PEARLAND
CONSTRUCTION PHOTOGRAPHS
1.04 QUALITY ASSURANCE
A Contractor shall be responsible for the timely execution of the photographs, their
vantage point, direction of shot, and quality.
2.0 PRODUCTS
2.01 PHOTOGRAPHS
A Photographs shall be 35mm quality, 3x5 color prints with matte finish.
B The photographs shall show on a non -elective chalkboard, readable in the photograph:
1. Job number.
2. Date and time photographs were taken.
3. Location of the photograph, house number and street, along with the project
number.
C Indicate the condition of the following:
1. Esplanades and boulevards
2. Yards (near side and far side of street).
3. House -walk and sidewalk.
4. Curb.
5. Area between walk and curb
6. Particular features (yard lights, shrubs, fence, trees, etc.).
7. Date shall be on negative.
8. Provide notation of vantage point marked for location and direction of shot
on a key plan of the Project Site.
D Sufficient number of photographs shall be taken to show the existence or non-
existence of cracked concrete and the condition of trees, shrubs and grass.
E Identify each photograph with an applied label or rubber stamp on the back with the
following information:
1. Name of the Project.
2. Name and address of the photographer (if a professional photographer is
used).
3. Name of the Contractor.
4. Date the photograph was taken.
5. Photographs to be in plastic pockets and bound in three -ring notebook for
easy access and viewing.
3.0 EXECUTION
3.01 PRECONSTRUCTION PHOTOGRAPHS
A Prior to the commencement of the Work, take photographs of the entire route of the
Project Site.
01380-2oC3
07/2006
CITY OF PEARLAND
3.02 POST -CONSTRUCTION PHOTOGRAPHS
A Following the completion of the Work, take photographs from corresponding vantage
points and direction of shots
3.03 PROCESS PHOTOGRAPHS
A Take photographs at intervals, coinciding with the cutoff date associated with each
Application for Payment.
g Select the vantage points for each shotmonth to bests Takeow less than
us of
construction and progress since the last photographs were taken.
two (2) shots from the same vantage point creating a time -lapsed sequence.
C Follow direction when given by the Project Manager in selecting vantage points.
END OF SECTION
CONSTRUCTION PHOTOGRAPHS
01380-3of3
07/2006
CITY OF PEARLAND REFERENCED STANDARDS
Section 01420
REFERENCED STANDARDS
1.0 GENERAL
1.01 SECTION INCLUDES
A General quality assurance as related to Reference Standards and a list of references.
B References to Technical Specifications: None
1.02 QUALITY ASSURANCE
A For Products or workmanship specified by association, trade, or Federal Standards
comply with requirements of the standard, except when more rigid requirements are
specified o1 are required by applicable codes.
B Conform to reference standard by date of issue current on the date as stated in Section
00700 — General Conditions of Agreement.
C Request clarification from Engineer before proceeding should specified reference
standards conflict with Contract Documents.
1.03 SCHEDULE OF REFERENCES
AASHTO American Association of State Highway and Transportation Officials
444 North Capitol Street, N.W.
Washington, DC 20001
ACI
AGC
Al
AITC
07/2006
American Concrete Institute
P.O. Box 19150
Reford Station
Detroit, MI 48219-0150
Associated General Contractors of America
1957 E Street, N.W.
Washington, DC 20006
Asphalt Institute
Asphalt Institute Building
College Park, MD 20740
American Institute of Timber Construction
333 W. Hampden Avenue
Englewood, CO 80110
01420- 1 ors
CITY OF PEARLAND
AISC
American Institute of Steel Construction
400 North Michigan Avenue, Eighth Floor
Chicago, IL 60611
AIS1 American Iron and Steel Institute
1000 16th Street, N.W.
Washington, DC 20036
ASME American Society of Mechanical Engineers
345 East 47th Street
New York, NY 10017
ANSI American National Standards Institute
1430 Broadway
New York, NY 10018
APA American Plywood Association
Box 11700
Tacoma, WA 98411
API American Petroleum Institute
1220 L Street N.W.
Washington, DC 20005
AREA American Railway Engineering Association
50 F Street, N.W.
Washington. DC 20001
ASTM American Society for Testing and Materials
1916 Race Street
Philadelphia, PA 19103
AWPA American Wood -Preservers' Association
7735 Old Georgetown Road
Bethesda, MD 20014
AWS American Welding Society
P.O. Box 35104
Miami, FL 33135
AWWA American Water Works Association
6666 West Quincy Avenue
Denver, CO 80235
CLFMI Chain Link Fence Manufacturers institute
1101 Connecticut Avenue, N.W.
Washington, DC 20036
REFERENCED STANDARDS
01420-2of5
07/2006
CITY OF PEARLAND REFERENCED STANDARDS
CRD U.S.A. Corps of Engineers
CRSI
EJMA
FDA
FS
ICEA
IEEE
MIL
Code of Ordinances
City of Pearland
3519 Liberty Drive
Pearland, TX 77581
Concrete Reinforcing Steel Institute
933 Plum Grove Road
Schaumburg, IL 60173-4758
Expansion Joint Manufacturers Association
707 Westchester Avenue
White Plains, NY 10604
U.S Food and Drug Administration
5600 Fisher Lane
Rockville, MD 20857-0001
Federal Standardization Documents
General Services Administration, Specifications Unit (WFSIS)
7th and D Street S.W.
Washington, DC 20406
Insulated Cable Engineer Association
P.O. Box 440
S. Yarmouth, MA 02664
Institute of Electrical and Electronics Engineers
445 Hoes Lane
P.O.Box1331
Piscataway, NJ 0855-1331
Military Specifications
General Services Administration, Specifications Unit (WFSIS)
7th and D Street S.W.
Washington, DC 20406
NACE National Association of Corrosion Engineers
P. O. Box 986
Katy, TX 77450
NEMA National Elects ical Manufacturers' Association
2101 L Street N.W. Suite 300
Washington, DC 20037
07/2006 01420 - 3 of 5
CITY OF PEARLAND
NFPA
National Fire Protection Association
Batterymarch Park, P.O. Box 9101
Quincy, MA 02269-9101
OSHA Occupational Safety Health Administration
U.S. Department of Labor Government Printing Office
Washington, DC 20402
PCA Portland Cement Association
5420 Old Orchard Road
Skokie, IL 60077-1083
PCI Prestressed Concrete Institute
201 North Wacker Drive
Chicago, IL 60606
REFERENCED STANDARDS
SDI Steel Deck Institute
Box 9506
Canton, OH 44711
SSPC Steel Structures Painting Council
4400 Fifth Avenue
Pittsburgh, PA 15213
TAC Texas Administrative Code
TCEQ Texas Commission on Environmental Quality
P. O. Box 13087
Austin, TX 78711-3087
TxDOT Texas Department of Transportation
125 East 11 th Street
Austin, TX 78701-2483
Texas MUTCD Texas Manual on Uniform Traffic Control Devices tvi (2003 Adoption)
(published by Texas Department ofTranspo
UL Underwriters' Laboratories, Inc.
333 Pfingston Road
Northbrook, IL 60062
tion
UN1-BELL 2655 Villa Creek DI -BELL Pipe rive, to 155
Dallas, TX 75234
WR1 Wire Reinforcement institute
942 Main Street — Suite 300
Hartford, CT 06103
01420-4of5
07/2006
CITY OF PEARLAND
REFERENCED STANDARDS
WWD/PI Water Well Drillers and Pump Installers Advisory Council
Texas Depaitment of Licensing and Regulation
P.O. Box 12157
Austin, TX 78711
2.0 PRODUCTS - NotUsed
3.0 EXECUTION - NotUsed
END OF SECTION
07/2006
01420-5of5
1.02 SUBMITTALS
Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
1.03 QUALITY ASSURANCE/CONTROL OF INSTALLATION
Monitor quality control over suppliers, manufacturers, products,
conditions, and workmanship, to produce the Work of specified
additional cost to the Owner.
Comply fully with manufacturers' installation instructions, including each step in
sequence.
C Request clarification from Project Manager before proceeding should manufacturers'
CITY OF PEARLAND
CONTRACTOR'S QUALITY CONTROL
Section 01430
CONTRACTOR'S QUALITY CONTROL
1.0 GENERAL
1.01 SECTION INCLUDES
A Quality assurance and control of installation and manufacturer's field services and
reports.
g References to Technical Specifications:
1. Section 01350 — Submittals
A
A
g
instructions contlict with Contract Documents.
services, site
quality at no
D Comply with specified Standards as minimum
requirements
uirements indicate higher standards
rk except when
more stringent tolerances, codes, or specifiedrequirements
or more precise workmanship.
g Perform work by persons qualified to produce the specified level of workmanship.
p Obtain copies of Standards and maintain at Project Site when required by individual
Technical Specifications.
1.04 MANUFACTURERS' FIELD SERVICES AND REPORTS material or product
A When specified in individual Technical Specifications, provide
supplie► s' or manufacturers' technical representativeoorkanshipserve site start-up of equipment,conditions,
conditions of surfaces and installation, qualitynd
operator training, test, adjust, and balance of equipment e applicnts aspplicable,
ai p toemtiate
operation, as required. Conform to minimum q
and operator training if defined in Technical Specifications.
01430- 1 of2
07/2006
CITY OF PEARLAND CONTRACTOR'S QUALITY CONTROL
B At the Project Manager's request submit qualifications of manufacturer's
representative to Project Manager fifteen (15) days in advance of required
representative's services. The representative shall be subject to approval of Project
Manager.
C Manufacturer's representative shall report observations and site decisions or
instructions given to applicators or installers that are supplemental or contrary to
manufacturers' written instructions. Submit report within one (1) day of observation to
Project Manager for review.
2.0 PRODUCTS - NotUsed
3.0 EXECUTION - NotUsed
END OF SECTION
07/2006 01430 - 2 of 2
INSPECTION SERVICES
CITY OF PEARLAND
Section 01440
INSPECTION SERVICES
1.0 GENERAL
1.01 SECTION INCLUDES
A Inspection services and references.
g References to Technical Specifications:
1. Section 01450 — Testing Laboratory Services
1.02 INSPECTION
A Project Manager will appoint an Inspector as a representative of the Owner to perform
inspections, tests, and other services specified in individual Technical Specifications.
g Alternately, Project Manager may appoint, employ, and pay an independent firm to
provide additional inspection or construction management services as indicated in
Section 01450 — Testing Laboratory Services.
C Reports will be submitted by the independent firm to Project Manager, Engineer, and
Contractor, indicating observations and results of tests and indicating compliance or
non-compliance with Contract Documents.
p Contractor shall assist and cooperate with the Inspector; furnish samples of materials,
design mix, equipment, tools, and storage.
E Contractor shall notify Project Manager 24 hours prior to expected time for operations
requiring services. Notify Engineer and independent firm when noted
F Contractor shall sign and acknowledge report for Inspector.
2.0 PRODUCTS - Not Used
3.0 EXECUTION - NotUsed
END OF SECTION
01440-1of1
07/2006
CITY OF PEARLAND
TESTING LABORATORY SERVICES
Section 01450
TESTING LABORATORY SERVICES
1.0 GENERAL
1.01 SECTION INCLUDES
A Testing Laboratory Services and Contractor responsibilities related to those services.
B References to Technical Specifications:
1. Section 01350 — Submittals
C Referenced Standards:
1. American Society for Testing and Materials (ASTM)
a. ASTM D 3740, ` Practice for Evaluation of Agencies Engaged in
Testing and/or Inspection of Soil and Rock as Used in Engineering
Design and Construction"
b. ASTM E 329, "Recommended Practice for Inspection and Testing
Agencies for Concrete, Steel, and Bituminous Materials as Used in
Construction"
1.02 SELECTION AND PAYMENT
A Owner will select, employ, and pay for services of an independent testing laboratory to
perform inspection and testing identified in individual Technical Specifications.
B Employment of testing laboratory shall not relieve Contractor of obligation to perform
work in accordance with requirements of Contract Documents.
C Owner or designated representative shall schedule and monitor testing as required to
provide timely results and to avoid delay to the Work.
1.03 LABORATORY REPORTS
A The Engineer will receive l copy, the Project Manage! will receive 2 copies, and the
Contractor will receive 2 copies of Laboratory Reports from the testing laboratory.
One of the Contractor's copies shall remain at the Project Site for duration of Project.
Test results which indicate non-conformance shall be transmitted immediately via fax
from the testing laboratory to the Contractor and Project Manager.
1.04 LIMITS ON TESTING LABORATORY AUTHORITY
A Laboratory may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
B Laboratory may not approve or accept any portion of the Work.
C Laboratory may not assume any duties of Contractor.
07/2006
01450-1o12
CITY OF PEARLAND
D Laboratory has no authority to stop the Work.
1.05 CONTRACTOR RESPONSIBILITIES
fr
rations
A Notify Project Manager and laboratoryc24 hours Notity Engineer if sectedpec ficationesection
requiring inspection and testing ser
requires the presence of the Engineer.
g Cooperate with laboratory personnel in collecting samples to be tested or collected on
Project Site.
C Provide access to the Work and to manufacturer's facilities.
p Provide samples to laboratory in advance of their intended use to allow thorough
examination and testing.
o
tain
E Provide incidental labor and facilities for ccess othe Work to be tested; ts to be tested; and to faocil bate testds
handle samples at the site or at sourCeof products
and inspections including storage and curing of test samples.
F Arrange with laboratory and pay for:
1. Retesting required for failed tests.
2. Retesting for nonconforming Work.
3 Additional sampling and tests requested by Contractor for his own
purposes.
TESTING LABORATORY SERVICES
2.0 PRODUCTS - Not Used
3.0 EXECUTION
3.01 CONDUCTING TESTING
A Laboratory sampling and testing shall conform to ASTM D 3740 and ASTM E 329, as
well as other test standards specified in individual Technical Specifications.
END OF SECTION
01450-2of2
07/2006
CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS
Section 01500
TEMPORARY FACILITIES AND CONTROLS
1.0 GENERAL
1.01 SECTION INCLUDES
A Temporary facilities and the necessary controls for the Work including utilities,
telephone, sanitary facilities, field office, storage sheds and building, safety
requirements, first aid equipment, fire protection, security measures, protection of the
Work and property, access roads and parking, environmental controls, disposal of
trash, debris, and excavated material, pest and rodent control, water runoff and erosion
control.
B References to Technical Specifications:
Section 01350 — Submittals
Section 01566 — Source Controls for Erosion & Sedimentation
Section 01100 — Summary of Work
Section 01600 — Material & Equipment
Section 01570 — Trench Safety System
Section 01555 — Traffic Control & Regulation
Section 01720 — Field Surveying
Section 01563 — Tree & Plant Protection
Section 01564 — Control of Ground Water & Surface Water
C Referenced Standards:
Occupational Safety and Health Administration (OSHA)
National Fire Protection Association (NFPA)
Code of Ordinances, City of Pearland, `I exas
D Definitions:
Underground Structures - sewer, water, gas, and other piping, and manholes,
chambers, electrical and signal conduits, tunnels, and other existing subsurface
installations located within or adjacent to the limits of the Work.
Surface Structures - existing buildings, structures and other constructed installations
above the ground surface. Included with such structures are their foundations or any
extension below the surface. Surface structures include, but are not limited to
buildings, tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles,
wires, posts, signs, markers, curbs, walks, guard cables, fencing, and other facilities
that are visible above the ground surface.
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no sepal ate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
07/2006
01500-1of9
CITY OF PEARLAND
TEMPORARY FACILITIES AND CONTROLS
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350
Submittals.
1.04 CONTRACTOR'S RESPONSIBILITY
mini
r the
A The facilities and controls specified in this oSection facilities anddcontdrols for um the pfroper
per
Work. The Contractor may provide add
execution of the Work and to meet Contractor's responsibilities for protection of
persons and pi operty.
ecific
g Comply with applicable requirements
aystems to assure conin other Techical pnuor� dservice.
Maintain and operate temporary facilities and
Modify and extend systems as Work progress requires.
Completely remove temporary materials and equipment when their use is no longer
required.
Restore existing facilities used for temporary services to specified or to original
condition.
1.05 TEMPORARY UTILITIES
A Temporary Service
Make arrangements withutility
of the service
utility companies for
�ompa companies or authorities having
orary services.
Abide by rules and regal
jurisdiction.lete.
Be responsible for utility service costs
services necessaryork is lfor e�ecpt on,
Included are fuel, power light, heat, and other utility
completion, testing, and initial operation of the Work.
Water to be
Provide water required for and in connection
or othr herkii e as requ� ed fo rproper
nd for
specified tests of piping, equipment, devices,
completion of the Work. mit or license
For water to be drawn from public fire hydrants based otain n rates cial est established by latest
meter from the proper City officials. A deposithydrantreventor on fire supply.
ordinance will be required. Install backfl f potable water for domestic consumption
Provide and maintain an adequatesupply
by Contractor personnel.
C Electricity and Lighting
Provide electric power service as required for the ork, inclung ctor's testi
or for any other
Provide power for lighting, operation of the Contra
Electric power service includes temporary power service or generator to maintain plant
use by Contractor.
operations during any scheduled shutd
Minimum lighting level shall be 5 foot-candles for open areas; 10 foot-candles for
stairs and shops.
01500-2of9
07/2006
CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS
D Temporary Heat and Ventilation
Provide temporary heat as necessary for protection or completion of the Work.
Provide temporary heat and ventilation to assure safe working conditions, maintain
enclosed areas at a minimum of 50 degrees F.
E Telephone
Provide emergency telephone service at the Project Site for use by Contractor
personnel and others performing work or furnishing services.
F Sanitary Facilities
Provide and maintain sanitary facilities for persons on the Project Site, in compliance
with federal, state, and local regulations. Locate toilets on the Project Site near the
work and secluded from view insofar as possible. Keep toilets clean and suppled
throughout the course of the Work.
Enforce the use of sanitary facilities by construction personnel at the Project Site.
Such facilities shall be enclosed. Pit -type toilets will not be permitted. No discharge
will be allowed from these facilities. Collect and store sewage and waste so as not to
cause a nuisance or health problem, have sewage and waste hauled off -site and
properly disposed in accordance with local regulations.
Control areas where sanitary facilities are located in conformance with Section 01566
— Source Controls for E►osion & Sedimentation.
1.06 FIELD OFFICE
A. Provision of a Field Office is required unless otherwise stated in Section 01 100 —
Summary of Work The Contractor shall confirm location of office and other
temporary facilities with Owner's Representative at Pre -Construction Meeting prior to
delivery and set up.
B. At a minimum the Contractor's field office shall provide for, contain or serve to:
provide a secu►ed space for project administrative operations, periodic progress
meetings, on -site storage for project files and plans, office space for
CONTRACTOR s field supervisory personnel and provide a separate securable office
space tor OWNER's Representative including: meeting table and chairs, a single two
drawer filing cabinet, a built-in drawing table and plan holde►s. Provide electric
lighting and HVAC to the mobile office. Provide for transportation, move -in, set-up,
tie -down and, when project is complete, ►emoval and move -out.
1.07 STORAGE OF MATERIALS
A Provide for storage of materials under the provisions of Section 01600 — Material &
Equipment.
1.08 SAFETY REQUIREMENTS
A Contractor shall p►epare, submit and follow a Safety Program that complies with
federal, state, and local safety codes statutes, and practices. Include in the Safety
Program documented response to excavation, embankment, and trench safety
requirements as specified in Section 01570 — Trench Safety System.
07/2006
01500-3of9
CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS
g Conduct operations in strict accord with applicable federal, state and local safety codes
and statutes and with good construction practice The Contractor is fully responsible
and obligated to establish and maintain procedures for safety of all work, personnel
and equipment involved in the Work.
C Observe and comply with Texas Occupational Safety Act (Art. 5182a, V.C.S.) and
with all safety and health standards promulgated by Secretary of Labor under Section
107 of Contract Work Hours and Standards Act published in OSHA Standards - 29
CFR, Part 1926, and adopted by Secretary of Labor under the Williams -Steiger
Occupational Safety and Health Act of 1970, and to any other legislation enacted for
safety and health of Contractor employees. Such safety and health standards apply to
subcontractors and their employees as well as to the Contractor and its employees
D Observance of and compliance with the regulations shall be solely and without
qualification the responsibility of the Contractor without reliance or superintendence
of or direction by the Engineer or the Engineer's representative. Immediately advise
the Engineer of investigation or inspection by Federal Safety and Health inspectors of
the Contractor or subcontractor's work or place of work on the Project Site under this
Contract, and after such investigation or inspection, advise the Engineer of the results.
Submit one copy of accident reports to Engineer within ten (10) days of occurrence.
E Protect areas occupied by workmen using the best available devices for detection of
lethal and combustible gases. Test such devices frequently to assure their functional
capability. Constantly observe infiltration of liquids into the Work area for visual or
odor evidence of contamination. Take immediate and appropriate steps to seal off
entry of contaminated liquids to the Work area.
F Safety measures, including but not limited to safety personnel, first -aid equipment,
ventilating equipment and safety equipment, in the Plans and Technical Specifications
are obligations of the Contractor.
G Maintain required coordination with the local Police and Fire Departments during the
entire period covered by the Contract.
1.07 FIRST AID EQUIPMENT
A Provide a first aid kit throughout the construction period. List telephone numbers for
physicians, hospitals, and ambulance services in each first aid kit
g Have at least one person thoroughly trained in first aid procedures present on the
Project Site whenever work is in progress.
1.08 FIRE PROTECTION
A Fire Protection Standards
Conform to specified fire protection and prevention requirements as well as those that
may be established by Federal, State, or local governmental agencies.
C omply with all applicable provisions of NFPA Standard No. 241, Safeguarding
Building Construction and Demolition Operations.
01500-4of9
07/2006
CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS
Provide portable fire extinguishers, rated not less than 2A or 5B in accordance with
NFPA Standard No. 10, Portable Fire Extinguishers, for each temporary building, and
for every 3000 square feet of floor area of facilities under construction.
Locate portable fire extinguishers within 50 feet maximum from any point on the
Project Site.
B Fire Prevention and Safety Measures.
Prohibit smoking in hazardous areas. Post suitable warning signs in areas that are
continuously or intermittently hazardous.
Use metal safety containers for storage and handling of flammable and combustible
liquids.
Do not store flammable or combustible liquids in or near stairways or exits.
Maintain clear exits fiom all points within a structure.
1.09 SECURITY MEASURES
A Protect all materials, equipment, and property associated with the Work from loss,
theft, damage, and vandalism. Contractor's duty to protect property includes Owner's
property.
B If existing fencing or barriers are breached or removed for purposes of construction,
provide and maintain temporary security fencing equal to existing.
1.10 PROTECTION OF PUBLIC UTILITIES
A Prevent damage to existing public utilities during construction. These utilities are
shown on the Plans at their approximate locations. Give owners of these utilities at
least 48 hours notice before commencing Work in the area for locating the utilities
during construction, and for making adjustments or relocation of the utilities when
they conflict with the proposed Work.
1.11 PROTECTION OF PEOPLE AND PROPERTY
A Preventive Actions.
Take precautions, provide programs, and take actions necessary to protect the Work
and public and private property from damage.
Take action to prevent damage, injury or Toss, including, but not limited to, the
tollowing:
a. Store apparatus, materials supplies, and equipment in an orderly, safe
manner that will not unduly interfere with progress of the Work or the
Work of any other contractor, any utility service company or the
Owner's operations.
b. Provide suitable storage for materials that are subject to damage by
exposure to weather, theft, breakage, or otherwise.
c. Place upon the Work or any part thereof only such loads as are
consistent with the safety of that portion of the Work.
d. Frequently clean up refuse, rubbish scrap materials, and debris caused
by construction operations, keeping the Work safe and orderly.
01500-5of9
07/2006
CITY OF PEARLAND
TEMPORARY FACILITIES AND CONTROLS
Provide safe barricades and guard rails around openings for
e. p around excavations,
scaffolding for temporary stairs and rams,
elevated walkways, and other hazardous areas.
Obtain written consent from proper parties before entering or occupying with workers,
tools materi
als or equipment, privately owned land except on easements provided for
construction.p
property on or
Assume full responsibility for the pr indirect►on damage ibldone by or ontaccount of any
adjacent to the site. li' any direct
act, omission, neglect, or misconduct in execution of the Work by the Contractor, it
shall be restored by the Contractor to a condition equal to or better than that existing
before the damage was done.
g Barricades and Warning Signals. or public
Where Work is performed on desafencest to lights, waan�mg signs, danger signals;
place, furnish and erect barricarotect►on of
provide watchmen; and takrot ctioner precautionary measures for of the Work.Conform to Section 01555p— Traffic
persons or property and protection
Control & Regulation.
C Maintain permanent benchmarks, morn ► no cos►t to the Owner those that are Preserving Control Points
damaged
otherwise directed in writing, replace at
or destroyed in accordance with Section 01720 — Field Surveying.
p Tree and Plant Protection.ng
Protect trees, shrubs, lawns, outside of grading limits requirements and vents o►f Sect�on 0►1 63►n►Tree
designated on the Plans, and in accordance with
& Plant Protection.
E Protection of Underground and Surface Structures
hone
Known underground structures, includ with the best infor►ter sewer, nation aic, and
a►labpe, but
services are shown on the Plans in accordance
is not guaranteed to be correct or complete. Contractor is responsible for making
Locate Calls.
Explore ahead of trenching and excavation oCatkonndto►prevent damage tothemunderground
to
structures sufficiently to determine
prevent interruption of utility services. Restore to original condition damages to
underground structure at no additional cost to the Owner.
which is
Immediately notify the agency or company the Engineer angnd autilitygency for any
damaged, broken, or disturbed. Obtain approval from
repairs or relocations, either temporary or permanent.
Necessary changes in location of the Work may be made by the Engineer to avoid
unanticipated underground structures.
if per manent relocation of an underground structure other
pocumentssubsurface
the Eng►ne � will►
required and not otherwise provided for in the
Contract
direct Contractor in writing to perform the adescribed in ork which
shall be paid
id for under Gene al
provisions for changes in the Contract Price
Conditions of Agreement.
01500-6of9
07/2006
CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS
Support in place and protect from direct or indirect injury to underground and surface
structures located within or adjacent to the limits of the Work. Install such supports
carefully and as ►equired by the party owning or controlling such stiucture Before
installing sti ucture supports, Contractor shall satisfy the Engineer that the methods and
procedures to be used have been approved by the owner of the structure.
Avoid moving or in any way changing the property of public utilities or private service
corporations without prior written consent of a responsible official of that service or
public utility. Representatives of these utilities reserve the right to enter within the
limits of this project for the purpose of maintaining their properties, or of making such
changes or repairs to their property that may be considered necessary by performance
of this Contract.
Notify the owners and/or operators of utilities and pipelines of the nature of
construction operations to be performed and the date or dates on which those
operations will be perfoi med. When construction operations are required in the
immediate vicinity of existing structures, pipelines or utilities, give a minimum of five
(5) working days advance notice. Probe and flag the location of underground utilities
prior to commencement of excavation. Keep flags in place until construction
operations reach and uncover the utility.
Assume risks attending the presence or proximity of underground and surface
structures within or adjacent to the limits to the Work including but not limited to
damage and expense for direct or indirect injury caused by the Work to any structure.
Immediately repair damage caused, to the satisfaction of the owner of the damaged
structure
1.12 PROTECTION OF THE WORK
Provide protection of installed products to prevent damage from subsequent operations.
Remove protection facilities when no longer needed, prior to completion of the Work.
Control traffic to prevent damage to equipment, materials, and su►faces.
1.13 ROADS ANI) PARKING
07/2006
A Prevent interference with traffic and Owner operations on existing roads.
B Minimize use of existing streets and driveways by construction traffic.
C Control traffic to prevent damage to equipment, materials, and surfaces.
D Construct and maintain temporary detours, ramps, and roads to provide for normal
public traffic flow when use of public roads or streets is closed by necessities of the
Work.
E Provide mats or other means to prevent overloading or damage to existing roadways
from tracked equipment or exceptionally large or heavy trucks or equipment
F Designate temporary parking areas to accommodate construction personnel. When
site space is not adequate provide additional off -site parking. Locate as approved by
Engineer.
01500-7of9
CITY OF PEARLAND
G
Do not allow heavy vehicles or construction equipment unnecessarily in existing
parking areas.
1.14 ENVIRONMENTAL CONTROLS
ui ment, and temporary construction as necessary
A Provide and maintain methods, eq p
for controls over environmental conditions at the construction site and adjacent areas.
TEMPORARY FACILITIES AND CONTROLS
to
B
Comply with statutes, regulations, and ordinances
which
hr relate
of the
propotural sed
Wcoek
for the prevention of environmental pollut►o P
including but not limited to the National Environmental Policy Act of 1969, PL 91-
190, Executive Order 11514.
d
C Recognize and adhere to the environmental tDopc►un�ents.
areas shall be strictly limited to boundaries established by the Contract
Burning of rubbish debris or waste materials is not permitted.
1.15 POLLUTION CONTROL
contamination of soil,
A Provide methods, means, and facinsubstances quired to fromtconstruction operations.ater
or atmosphere by discharge of noxious
g Provide equipment and personnel to perform emergency
measures required�
in
any spillage, and to re Hove contaminatedsoils ol►qdsExcavate and dispoconse of
any contaminated earth off -site, and replace with suitable compacted fill and topsoil.
rom entering receiving streams
C Take special measures to prevent systems inul substances conformancefwith TPDES ►•equ ements and
or storm water conveyance
Section 01566 — Source Controls for Erosion & Sedimentation.
p Provide systems for control of atmospheric pollutants.
Prevent toxic concentrations of chemicals.
Prevent harmful dispersal of pollutants into the atmosphere.
E Use equipment during construction that conforms to current federal, state, and local
laws and regulations.
1.16 PEST AND RODENT CONTROL
A Provide rodent and pest control as necessary to prevent infestation of Project Site.
g Employ methods and use materials which will not adversely affect conditions at the
Project Site or adjoining properties.
1.17 NOISE CONTROL
A Provide vehicles, equipment, and construction activities
greatest degree practicable. Noise levels shall conform to
and in no case will noise levels be permitted which
surrounding neighborhoods.
that minimize noise to the
OSHA Standards - 29 CFR
create a nuisance in the
01500-8of9
07/2006
CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS
B Conduct construction operations during daylight hours from 7:30 a.m. to 6:00 p.m.
except as approved by Engineer.
C Comply with Chapter 19 NOISE, Codes of Ordinances, City of Pearland, Texas.
1.18 DUST CONTROL
A Control objectionable dust caused by operation of vehicles and equipment under the
provisions of Section 01566 — Source Controls for Erosion & Sedimentation.
1.19 WATER RUNOFF AND EROSION CONTROL
A Provide methods to control surface water, runoff, subsurface water, and water pumped
from excavations and structures to prevent damage to the Work, the Project Site or
adjoining properties in accordance with Section 01564 — Control of Ground Water &
Surface Water and Section 01566 — Source Controls for Erosion & Sedimentation.
B Inspect earthwork periodically to detect any evidence of the start of erosion. Apply
corrective measures as required to control erosion.
2.0 PRODUCTS - NotUsed
3.0 EXECUTION - NotUsed
END OF SECTION
07/2006
01500-9of9
CITY OF PEARLAND
Section 01505
MOBILIZATION
MOBILIZATION
1.0 GENERAL
1.01 SECTION INCLUDES
A Mobilization of construction equipment and facilities onto the Work.
B Referenced Standards:
1. Texas Department of Transportation (TxDOT)
2. Texas Manual on Uniform Traffic Control Devices (Texas MUTCD)
1.02 MEASUREMENT AND PAYMENT
A Measurement for Mobilization is on a Lump Sum basis. Include 50 percent of the cost
of Mobilization in the first monthly Application for Payment
B Payment is subject to the receipt and approval by Engineer of the following items, as
applicable:
1. Schedule of Values (Section 01350 — Submittals)
2. Trench Safety Program (Section 01570 — Trench Safety System)
3. Construction Schedule (Section 01350 — Submittals)
4. Pre -construction Photographs (Section 01380 — Construction Photographs)
5. Installation and acceptance of Project Identification Sign(s)
C Payment of the remaining 50 percent of the Contract Price excluding
frMobilization
is subject
to completion of a minimum of 5 percent of the
p Mobilization payments will be subject to Retainage as stipulated in Section 00700 General Conditions of Agreement.
2.0 PRODUCTS
2.01 PROJECT IDENTIFICATION SIGNS
A Provide specified number of project identification sign(s) per Section 01580 The
name, address and contact information of the general contractor for the project shall be
shown on the sign per Section 01580 and the attached exhibit.
3.0 EXECUTION
3.01 PLACEMENT OF PROJECT IDENTIFICATION SIGNS
A Place a Project Identification Sign as described in Section 01580, part 1.03, D visible
to passing traffic or as directed by Engineer.
END OF SECTION
01505-1of1
07/2006
CITY OF PEARLAND
1.0 GENERAL
STABILIZED CONSTRUCTION EXITS
Section 01550
STABILIZED CONSTRUCTION EXITS
1.01 SECTION INCLUDES
A Installation of erosion and sediment control for Stabilized Construction Exits used
during construction and until final development of the Project site.
B References to Technical Specifications:
1. Section 01350 — Submittals
2. Section 01562 — Waste Material Disposal
3. Section 01566 — Source Controls for Erosion & Sedimentation
C Referenced Standards:
1. American Society of Testing and Materials (ASTM)
a. ASTM D 4632, "Standard Test Method for Grab Breaking Load and
Elongation of Geotextiles"
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
1.03 SUBMITTALS
A Make Submittals required in this Section under the provisions of Section 01350 —
Submittals.
B Manufacturer's catalog sheets and other product data on Geotextile fabric.
C Sieve analysis of aggregates conforming to requirements in this Section, 2.02 "Course
Aggregates".
2.0 PRODUCTS
2.01 GEOTEXTILE FABRIC
A Provide woven or non -woven geotextile fabric made of either polypropylene,
polyethylene, ethylene, or polyamide material.
B By ASTM D 4632 geotextile fabric shall have a minimum grab strength of 270 psi
any principal direction, and the equivalent opening size between 50 and 140.
C Both the geotextile and threads shall be resistant to chemical attack, mildew, and rot
and shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6
months of expected usable life at a temperature range of 0°F to 120°F.
07/2006
01550-1of4
CITY OF PEARLAND
D Representative Manufacturers: Mirafi, Inc., Or -Equal.
2.02 COARSE AGGREGATES
gravel, concrete, crushed blast furnace
A Coarse aggregate shall consist of crushed stone, shall be composed of clean, hard,
slag, or a combination of these materials Aggregate
durable mates ials free from adherent coatings, saltalkali, dirt, clay, loam, shale, soft
or flaky materials or organic and injurious ,
B Course aggregates shall conform to the following gradation requirements.
Sieve Size Percent Retained
(c e Mash) (by Weight)
2,/2" 0
2" 0-20
11" 15-50
%,, 60-80
No. 4 95 - 100
STABILIZED CONSTRUCTION EXITS
3.0 EXECUTION
3.01 PREPARATION AND INSTALLATION
es
A If necessary to keep the street clean ° carried
by t on ex tsuat the const�ction luct�ond,
equipment, Contractor shall provide stabilized constriic
staging, parking storage and disposal areas�shown och erosion ana the Plans andsediment tspecified
rols shall
be constructed in accordance with the requirements
in this Section.
rk
g Erosion and sediment control measures shalficatlbein place prior to the start of any directed by the Engineer to allow �o I
that exposes the soil, other than as specifically
testing and surveying.
C Maintain existing erosion and sediment control
b lsystems
�t within
�emovthe
e and dis aroject Site
rd
until acceptance of the Work or until di y th Enginee
the existing system
p Regularly inspect and repair or replace e n mpountil t>ne Work f stabilized is ccpted by the Owner.
construction exits.
Unless otherwise directed, maintain tngineer.
Remove stabilized construction exits prmptly when e with Section directed Ol 562 by
Wastethe EMater al
Discard removed materials in accodanc
Disposal.
E Equipment rind vehicles shall be prohibited by the Contractor from maneuvering on
areas outside of dedicated ' ifctto eros onand
ndeasements
sediment for
controlt'systems D�allage
be
caused by construction traf
repaired immediately.
01550-2of4
07/2006
CITY OF PEARLAND
F Conduct all construction operations
erosion control practices described in
& Sedimentation.
3.02 CONSTRUCTION METHODS
STABILIZED CONSTRUCTION EXITS
under this Contract in conformance with the
the Section 01566 - Source Controls for Erosion
A Provide stabilized access roads, subdivision roads, parking areas, and other on -site
vehicle transportation routes where shown on Plans.
g Provide stabilized construction exits, and truck washing areas when approved by
Engineer, of the sizes and locations where shown on Plans or as specified in this
Section.
C Vehicles leaving construction areas shall have their tires cleaned to remove sediment
prior to entrance onto public right-of-way. When washing is needed to remove
sediment, Contractor shall construct a truck washing area. Truck washing shall be
done on stabilized areas which drain into a drainage system protected by erosion and
sediment control measures.
D Details for Stabilized Construction Exits are shown on the Plans. Construction of all
other stabilized areas shall be to the same requirements Roadway width shall be at
least 14 feet for one-way traffic and 20 feet for two-way traffic and shall be sufficient
for all ingress and egress. Furnish and place geotextile fabric as a permeable separator
to prevent mixing of coarse aggregate with underlaying soil. Exposure of geotextile
fabric to the elements between laydown and cover shall be a maximum of 14 days to
minimize damage potential.
E Roads and parking areas shall be graded to provide sufficient drainage away from
stabilized areas Use sandbags gravel, boards, or similar methods to prevent sediment
from entering public right-of-way, receiving stream or storm water conveyance
system.
F The stabilized areas shall be inspected and maintained daily. Provide periodic top
dressing with additional coarse aggregates to maintain the required depth Repair and
clean out damaged control measures used to trap sediment. All sediment spilled
dropped, washed, or tracked onto public right-of-way shall be removed immediately
G The length of the stabilized area shall be as shown on the Plans, but not less than 50
feet. The thickness shall not be less than 8 inches. The width shall not be less than
full width of all points of ingress or egress.
H Stabilization for other areas shall have the same coarse aggregate, thickness, and width
requirements as the stabilized construction exit, except whet e shown otherwise on the
Plans.
07/2006
1 Stabilized area may be widened or lengthened to accommodate truck washing area
when authorized by Engineer.
01550-3of4
STABILIZED CONSTRUCTION EXITS
CITY OF PEARLAND
J Alternative methods of construction may be utilized when
the hoig, on Plans,orwhen
approved by the Engineer. These methods ►n
I.
Cement -Stabilized Soil, Compacted cement -stabilized soil or other till
material in an application thickness of at least 8 inches.
2. Wood Mats/Mud Mats - Oak or other hrdwoos which aretimbers
p aced onctop of exed oting
edge and across support wooden
soil in an application thickness of at least 6 inches. members.
3. Steel Mats - Perforated mats placed across perpendicular support
END OF SECTION
01550-4of4
07/2006
CITY OF PEARLAND
1.0 GENERAL
TRAFFIC CONTROL AND REGULATION
Section 01555
TRAFFIC CONTROL AND REGULATION
1.01 SECTION INCLUDES
A Requirements for traffic control plans, signs signals, control devices flares, lights and
traffic signals, as well as construction parking control designated haul routes and
bridging of trenches and excavations.
B Requirements for and qualifications of Flaggers.
C References to Technical Specifications:
1. Section 01350 — Submittals
2. Section 01140 — Contractor's Use of Premises
D Referenced Standards:
1. Texas Manual on Uniform Traffic Control Devices (Texas MUTCD)
1.02 MEASUREMENT AND PAYMENT
A Traffic Control and Regulation. Measurement is on a Lump Sum basis for Traffic
Control and Regulation, including submittal of a traffic control plan if different from
the one provided on the Plans, provision of traffic control devices, and provision of
equipment and personnel as necessary to protect the Work and the public. The amount
invoiced shall be determined based on the Schedule of Values submitted for traffic
control and regulation.
B Flaggers. Measurement is on a Lump Sum basis for Flaggers as required for the
Work. The amount invoiced shall be determined based on the Schedule of Values
submitted for Flaggers.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
07/2006
B A Traffic Control Plan responsive to the Texas MUTCD and sealed by a Registered
Professional Engineer is incorporated into the Plans. If the Contractor proposes to
implement traffic control different than the plan provided he shall submit a Traffic
Control Plan in conformance with Texas MUTCD for approval of the Engineer.
C For both the Traffic Control Plan and Flaggers' use, submit Schedules of Values
within 30 days following the Notice to Proceed.
D Each week submit a daily log for Flaggers listing name, badge number, time start, time
finish, and hours worked.
01555-1of4
CITY OF PEARLAND
TRAFFIC CONTROL AND REGULATION
1.04 FLAGGERS
A Unless otherwise specified, use only Flaggers who are off -duty, regularly employed,
uniformed Peace Officers.
B Flaggers are required at the following locations:
1 Where multi -lane vehicular traffic must be diverted into single -lane
vehicular traffic.
2. Where vehicular traffic must change lanes abruptly.
3. Where construction equipment either enters or crosses vehicular traffic
lanes and walks.
4. Where construction equipment
walks and cross-walksintermittently
encroach on vehicular
traffic lanes and unprotected
5. Where construction activities might affect public safety and convenience.
6. Where traffic regulation is needed due to rerouting of vehicular traffic
around the work site.
C The use of Flaggers is for the purpose of assisting in the regulation of traffic flow and
movement, and does not in any way relieve the contractor personnel easponsibility Contractor
for
taking such other steps and provide such othet Flaggers
may deem necessary to protect the work and the public and does not in any way
relieve the Contractor of his responsibility for any damage for which he would
otherwise he liable.
Flaggers shall be used and maintained at such points for such periods of time as
may be required to provide for the public safety and convenience of travel.
2.0 PRODUCTS
2.01 SIGNS, SIGNALS, AND DEVICES
A Comply with Texas MUTCD regulations.
B Traffic Cones and Drums, Flares and Lights: As approved by agencies having
jurisdiction.
3.0 EXECUTION
3.01 PUBLIC ROADS
A Abide by laws and regulations of governingroads Beties when temporarily►ng mpededco�c osedads. f
the Contractor s work requires that public
approvals shall be obtained from governing authorities and permits paid for before
starting any work. Coordinate activities with the Engineer.
B Contractor shall maintain at all times sti Oct°on equipment iane lei lane d debris and shall be for
djacent to work
areas which shall be kept free of co
the use of emergency vehicles, or as otherwise provided in the Traffic Control Plan.
01555-2of4
07/2006
CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION
C Contractor shall not obstruct the normal flow of traffic from 7.00 a.m. to 9:00 a.m. and
4:00 p.m. to 6:00 p.m. on designated major arterials or as directed by the Engineer.
D Contractor shall maintain local driveway access to residential and commercial
properties adjacent to work areas at all times.
E Cleanliness of Surrounding Streets:
1. Keep streets used for entering or leaving the job area free of excavated
material, debris, and any foreign material resulting from construction
operations. Leave the area broom -clean or its equivalent at the end of the
work day.
F Control vehicular parking to prevent interference with public traffic and parking, and
access by emergency vehicles.
G Monitor parking of construction personnel's vehicles in existing facilities. Maintain
vehicular access to and through parking areas.
H Prevent parking on or adjacent to access roads or in non -designated areas.
3.02 FLARES AND LIGHTS
A Provide flares and lights during hours of low visibility to delineate traffic lanes and to
guide traffic.
3.03 HAUL ROUTES
A Utilize haul routes designated by authorities or shown on the Plans for construction
traffic.
B Confine construction traffic to designated haul routes.
C Provide traffic control at critical areas of haul routes to regulate traffic and minimize
interference with public traffic.
3.04 TRAFFIC SIGNS AND SIGNALS
A Install traffic control devices at approaches to the site and on site, at crossroads
.
detours, parking areas, and elsewhere as needed to direct construction and affected
public traffic.
B Relocate traffic signs and control devices as Work progresses to maintain effective
traffic control.
3.05 BRIDGING TRENCHES AND EXCAVATIONS
A Whenever necessary, bridge trenches and excavation to permit an unobstructed flow of
traffic.
07/2006
01555 - 3 of 4
CITY OF PEARLAND
13 Secure bridging against displacement by using adjustable cleats, angles, bolts or other
devices whenever bridge is installed.
1. On an existing bus route;
2. When more than five percent of daily traffic is comprised of commercial or
truck traffic
3. When more than two separate plates are used for the bridge; or
4. When bridge is to be used for more than five consecutive days.
C Install bridging to operate with minimum noise.
p Adequately shore the trench or excavation to support bridge and traffic.
edges oftrench or
g Extend steel plates used for bridging materials (premix) to feather beyond
edges of plates to
excavation. Use temporary paving
minimize wheel impact on secured bridging.
F Use steel plates of sufficient thickness to support H-20 loading, truck or lane, that
produces maximum stress.
3.06 CLEAN-UP AND RESTORATION
A Perform clean-up and restoration in and around construction zone in accordance with
Section 01140 — Contractor's Use of Premises.
g Remove equipment and devices when no longer required.
C Repair damage caused by installation.
p Remove post settings to a depth of 2 feet.
END OF SECTION
TRAFFIC CONTROL AND REGULATION
01555-4of4
07/2006
CITY OF PEARLAND
Section 01560
FILTER FABRIC FENCE
FILTER FABRIC FENCE
1.0 GENERAL
1.01 SECTION INCLUDES
A Installation of filter fabric fence to control erosion and contain sediments and
pollutants from overland flow. Filter fabric fence is not for use in channelized flow
areas Filter fabric fence may be reinforced.
B References to Technical Specifications:
1. Section 01200 — Measurement & Payment Procedures
2. Section 01350 — Submittals
3. Section 01562 — Waste Material Disposal
4. Section 01566 — Source Controls for Erosion & Sedimentation
C Referenced Standards:
1. American Society for Testing and Materials (ASTM)
a. ASTM D 3786, ` Standard Test Method for Hydraulic Bursting
strength of Textile Fabrics"
b. ASTM D 4632 "Standard Test Method for Grab Breaking Load and
Elongation of Geotextiles"
1.02 MEASURMENT AND PAYMENT
A Filter fabric fence will be measured by the linear foot between the limits of the
beginning and ending of wooden stakes.
B Payment for filter fabric fence will include and be full compensation for all labor,
equipment, materials, supervision, and all incidental expenses for construction of these
items, complete in place including, but not limited to protection of trees, maintenance
requirements, repair and replacement of damaged sections, removal of sediment
deposits, and removal of erosion and sediment control systems at the end of
construction.
C Refer to Section 01200 — Measurement & Payment Procedures.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
07/2006
B Manufacturer's catalog sheets and other Product Data on geotextile fabric.
01560 - 1 of 3
FILTER FABRIC FENCE
CITY OF PEARLAND
2.0 PRODUCTS
2.01 FILTER FABRIC
A
Provide woven or nonwoven geotextile filter fabric made of either polypropylene,
polyethylene, ethylene, or polyamide material.
g By ASTM D 4632, geotextile fabric shall have a grab strength of 100 psi in any
principal direction, a Mullen burst strength e exceeding 200psi by ASTM - D3786, and
the equivalent opening size between 50 and
provide a
of
C Filter fabric shall contain ultraviolet inhibitors life at a temperature attir eto
of 0 degrees to
6 months of expected usable consti uction
120 degrees F.
D Representative Manufacturer: Mirafi, inc., or equal.
3.0 EXECUTION
3.01 PREPARATION AND INSTALLATION
s.
ch
A Provide erosion and sediment control sndtshall be construcs at the oted inlown accordanceon nwithtthe
systems shall be of the type indicated a
requirements shown on the Plans and specifiedin this Section..
rk
g Erosion and sediment control measurec ficalbedn•ected by the Engineer to allow place prior to the start of any �0 1
that exposes the soil, other than as specifically
testing and surveying.
fabric fence as
C Regularly inspect and repair or replace otherwise directed, mamcomponents of ta►nrthe erosion and
specified in this Section, 3.02F. Unless
sediment control systems until the Wotl 'when direcaccepted by tedhe byOthe Engineeoveerosion
and sediment control systems promptly
removed materials in accordance with Section 01562 — Waste Material Disposal.
rmance
with the
D Conduct all construction operations under 0is 1566ntract in Source Contorols for E os'on &
erosion control practices described in Section
Sedimentation.
3.02 CONSTRUCTION METHODS
A Provide filter fabric fence systems in acondance hamanner
with
►the a•►thattail for Fsurface runoff wlter iic
ll
fence. Filter fabric fence shall be installed
percolate though the system in sheet flow fashion and allow sediment to be retained
and accumulated.
g Attach the filter fabric to 2-inch by 2-inpchs wooden
lf filterstakes
fabipc is fact maximum
preas�etnbled
f 3 feet
apart and embedded a minimum of 8 inche
with support netting then maximum spacing allowable is 8 feet. Install wooden stakes
at a slight angle toward the source of anticipated runoff.
01560-2of3
07/2006
CITY OF PEARLAND FILTER FABRIC FENCE
C Trench in the toe of the filter fabric fence with a spade or mechanical trencher as
shown on the Plans. Lay filter fabric along the edges of the. trench. Backfill and
compact trench.
D Filter fabric fence shall have a minimum height of 18 inches and a maximum height of
36 inches above natural ground.
E Provide the filter fabric in continuous rolls and cut to the length of the fence to
minimize the use of joints. When joints are necessary, splice the Fabric together only
at a support post with a minimum 6-inch overlap and seal securely
F Inspect filter fabric fence systems after each ► ainfall, daily during periods of prolonged
rainfall, and at a minimum once each week. Repair or replace damaged sections
immediately. Remove sediment deposits when silt reaches a depth one-third the
height of the fence or 6 inches, whichever is less.
END OF SECTION
01560-3of3
07/2006
CITY OF PEARLAND
REINFORCED FILTER FABRIC BARRIER
Section 01561
REINFORCED FILTER FABRIC BARRIER
1.0 GENERAL
1.01 SECTION INCLUDES
A Installation of reinforced filter fabric barrier to control erosion and contain sediments
and pollutants in channel►zed flow areas.
g References to Technical Specifications:
1. Section 01200 — Measurement & Payment Procedures
2. Section 01350 — Submittals
3. Section 01566 — Source Controls for Erosion & Sedimentation
C Referenced Standards:
1. American Society for Testing and Materials (ASTM)
a. ASTM D 3786, ' Standard Test Method for Hydraulic Bursting
strength of Textile Fabrics'
b. ASTM D 4632, Standard Test Method for Grab Breaking Load and
Elongation of Geotextiles"
1.02 MEASURMENT AND PAYMENT
A Measurement for reinforced filter fabric barn ier is on a linear foot basis between the
limits of the beginning and ending fence posts, measured, accepted, and complete in
place.
g Payment for filter fabric barrier will include and be full compensation for all labor,
equipment, materials, supervision, and incidental expenses for construction of these
items, complete in place, including, but not limited to protection of trees, maintenance
requirements, repair and replacement of damaged sections, removal of sediment
deposits, and removal of erosion and sediment control systems at the end of
construction..
C Refer to Section 01200 — Measurement & Payment Procedures.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
g Manufacturer's catalog sheets and other product data on geotextile fabric.
01561-1of3
07/2006
CITY OF PEARLAND REINFORCED FILTER FABRIC BARRIER
2.0 PRODUCTS
2.01 FILTER FABRIC
A Provide woven or nonwoven geotextile filter fabric made of either polypropylene,
polyethylene, ethylene, or polyamide material.
B By ASTM - D4632, geotextile fabric shall have a grab strength of 100 psi in any
principal direction, a Mullen burst strength exceeding 200psi by ASTM - D3786, and
the equivalent opening size between 50 and 140.
C Filter fabric shall contain ultraviolet inhibitors and stabilizers to provide a minimum of
6 months of expected usable construction life at a temperature range of 0 degrees F to
120 degrees F.
D Representative Manufacturer: Mirafi, Inc., or equal.
2.02 FILTER FABRIC REINFORCEMENT
A Provide woven galvanized steel wire fence with minimum thickness of 14 gauge and a
maximum mesh spacing of 6 inches.
g Welded wire shall be galvanized, 2-inch by 4-inch, welded wire fabric, 12''A gauge.
2.03 EXECUTION
2.04 PREPARATION
A Provide erosion and sediment control systems at the locations shown on Plans. Such
systems shall be of the type indicated and shall be constructed in accordance with the
requirements shown on the Plans and specified in this Section.
B Erosion and sediment control measures shall be in place prior to the start of any Work
that exposes the soil, other than as specifically directed by the Engineer to allow soil
testing and surveying.
C Regularly inspect and repair or replace damaged components of filter fabric barrier.
Unless otherwise directed, maintain the erosion and sediment control systems until the
Work is accepted by the Owner. Remove erosion and sediment control systems
promptly when directed by the Engineer. Discard removed materials in accordance
with Section 1562 — Waste Material Disposal.
D Conduct all construction operations under this Contract in conformance with the
erosion control practices described in Section 01566 — Source Controls for Erosion &
Sedimentation.
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07/2006
CITY OF PEARLAND
2.05 INSTALLATION
A Install reinforced filter fabric barriers for erosion and sediment control used during
construction and until the final development of the Project Site. Reinforced filter
fabric barriers are used to retain sedimentation in channelized Clow areas.
lan
ail
r
B Provide reinforced filter fabric barrier systema shall se
Reinforced Filter Fabric Barrier. Reinforced filter fabric barrier
installed in such a manner that runoff will percolate through the system and allow
sediment to be retained and accumulated.
echanical
C Trench in the toe of the reinforced fltefr►; ebrr fab acrier alongth a spade or the edges of the trench.
trencher as shown on the Plans. Lay
Backfill and compact trench.
p Reinforced filter fabric barrier shall have a height of 18 inches.
E Securely fasten the filter fabric to the wire with tie wires.
F Provide the filter fabric in continuous rolls and cut to the length of the fence to
minimize the use of joints. When
lo� is are
onece ands asplice
se the
h e fabric together only
minimumat a support post with a minimum ly.
y
during
G Inspect the reinforced titter fabricbarrier
ini numrlonca each week1rainfall,
Repair or replace
periods of prolonged rainfall and ata m
damaged sections immediately. Remove sediment deposits when silt reaches a depth
one-third the height of the barrier or 6 inches, whichever is less.
END OF SECTION
REINFORCED FILTER FABRIC BARRIER
01561-3of3
07/2006
CITY OF PEARLAND
WASTE MATERIAL DISPOSAL
Section 01562
WASTE MATERIAL DISPOSAL
1.0 GENERAL
1.01 SECTION INCLUDES
A Disposal of waste material and salvageable material.
g References to Technical Specifications:
1. Section 01350 — Submittals
2. Section 01566 — Source Controls for Erosion & Sedimentation
3. Section 01600 — Materials & Equipment
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
B Obtain and submit applicable permits for proposed disposal sites.
C Submit a Waste Material Disposal Plan.
D Submit a copy of written permission from property owners, along with a description of
the property, prior to disposal of excess matei ial adjacent to the Project Site. Submit a
written and signed release fiom property owner upon completion of disposal work.
City of Pearland requires individual fill placement permits for all fill placed within the
City limits.
1.04 WASTE MATERIAL DISPOSAL PLAN
A Contractor shall formulate and implement a plan for the collection and disposal of
waste materials on the Project Site which includes the following information:
1. Schedule for collection and inspection.
2. Location of trash and waste receptacles.
3. Provisions for liquid waste and potential water pollutants material.
B The plan shall comply with applicable federal, state, and local health and safety
regulations and Section 01566 — Source Controls for Erosion & Sedimentation.
2.0 PRODUCTS - NotUsed
01562- 1 of3
07/2006
WASTE MATERIAL DISPOSAL
CITY OF PEARLAND
3.0 EXECUTION
3.01 SALVAGEABLE MATERIAL
A Excavated material: When indicated on Plans, to d,mis of Projecand t Site deposit excavated
material at a Location or locations outside the
g Base, surface, and bedding material: Deliver gasphaltic
. ord othery the base and
surfacing material designated for salvage to tho location des
C Pipe culvert: Deliver culverts designated for salvage to Owner's storage area.
p Other salvageable materials: Conform to requirements of individual Technical
Specifications.
E Coordinate delivery of salvageable material with Engineer.
p When temporary, on -site storage of salvaged materials is required, comply with
applicable provisions of Section 01600 — Materials & Equipment.
3.02 SEDIMENT DISPOSAL
A Remove sediment deposits and dispose
of them at on the Plansthe designated dispose of sediment off site at a
oil site for the
Project. If a spoil site is not designated
location not in of adjacent to a stream or floodplain.
g Off -site disposal is the responsibility of the Contractor.
should
e spread evenly
ut the
C Sediment to be placed at the Project
Sedimenbt shall not be allowed to flush intodesignated area, compacted and stabsized
a stream or drainage way.
p If sediment has been contaminated, it shall be disposed of in accordance with existing
federal, state, and local rules and regulations.
3.03 EXCESS MATERIAL, WASTE, AND EQUIPMENT
A Vegetation, rubble, broken concrete, debris, sphalltic concrete beeome the property oaf Contractor or
excess soil,
and other materials not designated forsalvage,
and shall be removed from the Project Site and legally disposed of.
g Dispose of removed equipment, materials, waste and debris in a manner conforming to
applicable laws and regulations
C Excess soil may be deposited on private property adjacent to the Project Site when
written permission is obtained fiom property owner under the provisions of this
Section, 1.04D.
01562-2of'3
07/2006
CITY OF PEARLAND WASTE MATERIAL DISPOSAL
D Verify the flood plain status of any proposed disposal site. Do not dispose of
excavated materials in an area designated as within the 100-year Flood Hazard Area.
E Waste materials shall be removed from the site on a daily basis, such that the site is
maintained in a neat and orderly condition.
F No materials shall be disposed in a manner to damage the Owner in any way.
END OF SECTION
07/2006
01562-3of3
CITY OF PEARLAND
TREE AND PLANT PROTECTION
Section 01563
TREE AND PLANT PROTECTION
1.0 GENERAL
1.01 SECTION INCLUDES
A Tree and plant protection.
g References to Technical Specifications: None
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
1.03 PROJECT CONDITIONS
A Preserve and protect existing
dgIt from contrees and plants to remain from struction operations. foliage, branch, trunk, or
root damage that could
g Prevent following types of damage:
1. Compaction of root zone by foot or vehicular traffic, or material storage.
2. Trunk damage from equipment operations, mate' ial storage, or from nailing
or bolting.
3. Trunk and branch damage caused by ropes or guy wires or machine
impacts.
4. Root poisoning from spilled solvents, gasoline, paint, and other noxious
materials.
5. Branch damage due to improper pruning or trimming.
6. Damage from lack of water due to:
Cutting or altering natural water migration patterns near root zones.
Failure to provide adequate watering.
7. Damage from alteration of soil pH factor caused by depositing lime,
concrete plastei or other base materials near roots.
8. Cutting feeder of roots or roots larger than 1-1/2 inches in diameter.
C. Confine Work activities to the identified Work Zone Right of Way oi Easement as
described in SECTION 01140, CONTRACTOR'S USE OF PREMISES, Limits of
Construction
1.04 DAMAGE ASSESSMENT
A When trees, other than those designated for removal, are destroyed or badly damaged
as a result of construction operations, remove and replace with same size, species, and
variety up to and including 8 inches in trunk diameter. Trees larger than 8 inches in
diameter shall be replaced with an 8-inch diameter tree of the same species and variety
and total contract amount will be reduced by an amount determined from the following
01563-1of4
07/2006
CITY OF PEARLAND TREE AND PLANT PROTECTION
International Shade Tree Conference formula: 0.7854 x D2 x $10.00 where D is
diameter in inches of tree or shrub trunk measured 12 inches above grade.
B All necessary tree replacements shall be as approved by Engineer/Urban Forester.
2.0 PRODUCTS
2.01 MATERIALS
A Asphalt paint: Ernulsified asphalt or other adhesive, elastic, antiseptic coating
formulated for horticultural use on cut or injured plant tissue, free from kerosene and
coal creosote.
B Burlap: Suitable for use as tree wrapping.
C Fertilizer: Liquid containing 20 percent nitrogen, 10 percent phosphorus, and 5
percent potash.
3.0 EXECUTION
3.01 PROTECTION AND MAINTENANCE OF EXISTING TREES AND SHRUBS
A Except for trees and shrubs shown on Plans to be removed, all trees and shrubs within
the Project Site area are to remain and be protected from damage.
B For designated trees to be removed, perform the following:
1. Stake right-of-way limits and identify any tree of diameter greater than 4
inches which is to be removed. Mark trees prior to felling with an X in
orange paint, clearly visible, on the trunk, and at eye level.
2. After marking trees give a minimum of 48-hours notice in writing to the
Engineer of intent to begin felling operations.
3. Trees whose trunks are only partially in the right-of-way shall be protected
and preserved as described below.
C For trees or shrubs to remain, perform the following:
1. Trim trees and shrubs only as necessary.
Trees and shrubs requiring pruning for construction should also be pruned for
balance as well as to maintain proper form and branching habit.
Cut limbs at branch collar. No stubs should remain on trees Branch cuts
should not gouge outer layer of tree structuie or trunk.
2. Use extreme care to prevent excessive damage to root systems.
Roots in construction areas will be cut smoothly with a trencher before
excavation begins. Do not allow ripping of roots with a backhoe o1 other
equipment.
Temporarily cover exposed roots with wet burlap to prevent roots from drying
out.
Cover exposed roots with soil as soon as possible.
3. Prevent damage or compaction of root zone (area inside dripline) by
construction activities.
07/2006
01563-2of4
CITY OF PEARLAND
TREE AND PLANT PROTECTION
Do not allow scarring of trunks or limbs by equipment or other means.
Do not store construction materials, vehicles, or excavated material inside
dripline of trees.
Do not pour liquid materials inside dripline.
4. Water and fertilize trees and shrubs that will remain to maintain their health
dui ing construction period.
Supplemental Ovate► ing of landscaping during e rainfall and a weekuction a bmonths
e done
once a week in months receiving average
receiving below average rainfall.
This watering shall consist of saturating soils at least 6 to 8 inches beneath
surface. s
5. Water areas currently being served by private sprinkler systems while
p
systems are temporarily taken out of service to maintain health of existing
landscapes.
6. At option theContractor
rbe temporarily transpe lanted and ereturned to original
shrubs to remainy
positions under supervision of professional horticulturist.
3.02 PROTECTIVE CONTROLS
A Protection of trees or shrubs in open area: approximately 8 feet on
1. Install steel drive-in fence posts in protective circle, app' Y
center, not closer than 4 feet to trunk of tees or stems of shrubs.
2. Drive steel drive-in fence posts 3 feet minimum into ground, leaving 5 feet
minimum above ground..
3. For trees or shrubs in paved areas, use moveable posts constructed from
concrete -filled steel pipe 2-1/2 inches minimum in diameter mounted in
rubbe► auto tires filled with concrete.
4. Mount steel hog -wire on posts.
B Timber -wrap protection for trees in close proximity of moving or mechanical
equipment and construction work:
1. Wrap trunk with layer of burlap.
2. Install 2 x 4's or 2 x 6's (5footto6-foot
oolengf ths)
vertically, spaced 3 inches
to 5 inches apart around circumference
nk.
3. Tie in place with 12 to 9 gage steel wire.
3.03 MAINTENANCE OF NEWLY PLANTED TREES
A Water newly planted trees adequately to maintain and support healthy plants.
B The Contractor guarantees that trees planted for this Work shall remain alive and
healthy at least until the end of a one-year warranty period.
1. Within four weeks of notice from Owner, Contractor shall replace at his
expense, any dead trees or any trees that in the opinion of Owner, have
become unhealthy or unsightly or have lost their natural shape as a result of
additional growth, improper pruning or maintenance, or weather conditions.
01563-3of4
07/2006
CITY OF PEARLAND
2. When tree must be replaced, the guarantee period for that tree shall begin
on date of replacement of tree, subject to the Owner's inspection, for no less
than one year.
3. Straighten leaning trees and bear entire cost.
4. Dispose of trees rejected at any time by Engineer at Contractor's expense.
07/2006
TREE AND PLANT PROTECTION
END OF SECTION
01563-4of4
CITY OF ?EARLAND CONTROL OF GROUND WATER AND SURFACE WATER
Section 01564
CONTROL OF GROUND WATER AND SURFACE WATER
1.0
1.01
GENERAL
SECTION INCLUDES
A Dewatering, depressurizing, draining, and maintaining trench and structure
excavations and foundation beds in dry and stable condition.
B Protecting work against surface runoff and rising flood waters.
C Disposing of removed water.
D References to Technical Specifications:
1. Section 01200 — Measurement & Payment Procedures
2. Section 01350 — Submittals
3. Section 01570 — Trench Safety Systems
4. Section 01565 — TPDES Requirements
5. Section 01566 — Source Controls for Erosion & Sedimentation
E Referenced Standards:
1. Occupational Safety and Health Administration (OSHA)
2. Texas Commission on Environmental Quality (TCEQ)
3. Code of Ordinances, City of Pearland, Texas
4. Water Well Drillers and Pump Installers Advisory Council (WWD/P1)
F Definitions:
1. Ground Water Control Systems - installations external to the excavation
such as well points eductors or deep wells. Ground water control includes
dewatering and depressurization.
a. Dewatering - lowering the water table and intercepting seepage which
would otherwise emerge from slopes of bottoms of excavations and
disposing of removed water. The intent of dewatering is to increase
stability of excavated slopes; prevent dislocation of material from
slopes or bottoms of excavations; reduce lateral loads on sheeting and
bracing improve excavating and hauling characteristics of excavated
material; prevent failure or heaving of the bottom of excavations; and
to provide suitable conditions for placement of backfill materials and
construction of structures and other installations.
Depressurization �adrmt7on in alone1eaol�s equired toric ire previentnfailurenot
or
controlled by de b
heaving of excavation bottom.
2. Surface Water Control - diversion and drainage of surface water runoff and
Lain water away from the excavation.
3. Excavation Drainage - keeping excavations free of surface and seepage
water.
07/2006
01564-1of8
CITY OF PEARLAND CONTROL OF GROUND WATER AND SURFACE WATER
1.02 MEASUREMENT AND PAYMENT
A Measurement for and control of ground water for open cut pipe excavations shall be on
a linear foot basis and shall not exceed the length of open cut pipe installation in the
area requiring ground water control.
B Unless indicated as a Bid Item, no separate payment will be made for control of
ground water for any condition(s) other than those described in this Section, 1.02A.
No separate payment will be made for control of surface water. Include the cost to
control non -pipe excavation ground water and surface water in price for Work
requiring such controls.
C Refer to Section 01200 — Measurement & Payment Procedures.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
B Submit a Ground Water and Surface Water Control Plan for review by the Engineer
prior to start of any field work. The plan shall be signed by a Professional Engineer
registered in the State of Texas. The plan shall include the following:
1. Results of subsurface investigation and description of the extent and
characteristics of water bearing layers subject to ground water control.
2. Names of equipment suppliers and installation subcontractors.
3. A description of proposed ground water control systems indicating
arrangement location, depth and capacities of system components,
installation details and criteria, and operation and maintenance procedures.
4. A desci iption of proposed monitoring and control system indicating depths
and locations of piezometers and monitoring wells, monitoring installation
details and criteria, type of equipment and instrumentation with pertinent
data and characteristics.
5. A description of proposed filters including types, sizes, capacities and
manufacturer s application recommendations.
6. Design calculations demonstrating adequacy of proposed systems for
intended applications. Define potential area of influence of ground water
control operation near contaminated areas.
7. Operating requirements, including piezometric control elevations for
dewatering and depressurization.
8. Excavation drainage methods including typical drainage layers, sump pump
application and other necessary means
9 Surface water control and drainage installations.
10. Proposed methods and locations for disposing of removed water.
C Submit the following records upon completed initial installation:
1. Installation and development reports for well points, eductors, and deep
wells.
2. Installation reports and baseline readings for piezorneters and monitoring
wells.
01564-2of8
07/2006
CITY OF PEARLAND CONTROL OF GROUND WATER AND SURFACE WATER
3. Baseline analytical test data of water from monitoring wells.
4. initial flow rates.
p Submit the following records on a weekly basis during operations:
1. Records of flow rates and piezometric elevations obtained during
monitoring of dewatering and depressurization. Refer to this Section, 3.02
"Requirements for Eductor, Well Points, or Deep Wells".
2. Maintenance records for ground water control installations, piezometers,
and monitoring wells.
E Submit the following records end
of the Work. Decommissioning
b
reports for monitoringWes and Piezomete installed by other during the design
phase and left for Contractor's monitoring and use
1.04 PERFORMANCE REQUIREMENTS
A Conduct subsurface investigations to identify groundwater conditions and to provide
parameters for design, installation, and operation of groundwater control systems.
B Design a ground water control system, compatible with the requirements of OSHA
Standards - 29 CFR Part 1926, and Section 01570 - Trench Safety Systems of these
Technical Specifications, to produce the following results:
1. Effectively reduce the hydrostatic pressute affecting excavations.
2. Develop a substantially dry and stable subgrade for subsequent construction
operations.
3. Preclude damage to adjacent properties, buildings, structures, utilities,
installed facilities, and other work. condition, or softening of the
4. Prevent the loss of fines, seepage, boils, quick
foundation strata.
5. Maintain stability of sides and bottom of excavations.
C Ground water control systems may include single -stage or multiple -stage well point
systems, eductor and ejector -type systems, deep wells, or combinations of these
equipment types.
p Provide drainage of seepage water and surface water, as well as water from any other
source entering the excavation. Excavation drainage may include placement of
drainage materials, such as crushed stone and filter fabric, together with sump
pumping.
E Provide ditches, berms, pumps and other methods necessary to divert and drain surface
water from excavation and other work areas.
F Locate ground water control and drainage systems so as not to interfere with utilities,
construction operations, adjacent properties, or adjacent water wells.
01564-3of8
07/2006
CITY OF PEARLAND CONTROL OF GROUND WATER AND SURFACE WATER
G Assume sole responsibility for ground water control systems and for any loss or
damage resulting from partial or complete failure of protective measures and any
settlement or resultant damage caused by the ground water control operations. Modify
ground water control systems or operations if they cause or threaten to cause damage
to new construction, existing site improvements, adjacent property, or adjacent water
wells, or affect potentially contaminated areas. Repair damage caused by ground
water control systems or resulting from failure of the system to protect property as
required.
H Provide an adequate number of piezometers installed at the proper locations and
depths as required to provide meaningful observations of the conditions affecting the
excavation, adjacent structures, and water wells.
1 Provide environmental monitoring wells installed at the proper locations and depths as
required to provide adequate observations of hydrostatic conditions and possible
contaminant transport from contamination sources into the work area or into the
ground water control system.
J Decommission piezometers and monitoring wells installed during design phase studies
and left for Contractors monitoring and use.
1.05 ENVIRONMENTAL REQUIREMENTS
A Comply with requirements of agencies having jurisdiction.
B Comply with TCEQ regulations and WWD/P1 Advisory Council for development,
drilling, and abandonment of wells used in dewatering system.
C Obtain permit from TCEQ under the Texas Pollutant Discharge Elimination System
(TPDES), for storm water discharge from construction sites. Refer to Section 01565 —
TPDES, 3.02 "Certification Requirements".
D Obtain all necessary permits from agencies with control over the use of groundwater
and matters affecting well installation, water discharge, and use of existing storm
drains and natural water sources. Because the review and permitting process may be
lengthy, take early action to pursue and submit for the required approvals.
E Monitor ground water discharge for contamination while performing pumping in the
vicinity of potentially contaminated sites.
F Implement control of ground and surface water under the provisions of Section 01566
— Source Controls for Erosion & Sedimentation.
2.0 PRODUCTS
2.01 EQUIPMENT AND MATERIALS
A Equipment and materials are at the option of Contractor as necessary to achieve
desired results for dewatering. Selected equipment and materials are subject to review
07/2006 01564 - 4 of 8
CITY OF PEARLAND CONTROL OF GROUND WATER AND SURFACE
WATER
of the Engineer through Submittals required in Section 01350 — Submittals, 1.06
"Operations and Maintenance Data".
B Eductors, well points, or deep wells where used,
d,en must be furnished, ater installed and
trol
operated by an experienced contractor regularly g
system design, installation, and operation.
water
C Equipment and instrumentation for monitoring and control d devicesthe,guou d flow mete of
system includes piezomete►s and monitoring w
for observing and recording flow rates.
p All equipment must be in good repair and operating order.
E Sufficient standby equipment and materials shall be kept available to ensure
continuous operation, where required.
3.0 EXECUTION
3.01 GROUND WATER CONTROL
A Perform a subsurface investigation by a°ai�etegs as for design ands necessary to anstall t n of ground
water bearing
layers, piezometr►c pressures, and soil pmine the
water control systems. Perform pump
aee s' ►tThenecessary
resultsoshallrbe drawdown
indo he
characteristics of the water bearing, y
Ground Water and Surface Water Control Plan. Refer to this Section, 1.03B
B Provide labor, material, equipment, technguesW and
constrds to ct►ononethods and site
wer, control and
handle ground water in a manner compatible
conditions. Monitor effectiveness of the installed system and its effect on adjacent
property.
C Install, operate, and maintain ground water control systems in accordance with the
eld
Plan. Notify Engineer in writing of any changes made revised drawings oandc a►lcula ionsate twith
conditions and changes to the Work. Provide
such notification.
p Provide for continuous system operation including nights, weekends, and hoi idays.
Arrange for appropriate backup if electrical power is primaryenergy o
or
dewatering system
E Monitor operations to verify that the system lowers
resulting `rota stable subgradels for
at
a rate required to maintain a dry excavation
prosecution of subsequent operations.
elow excavation,
F Where hydrostatic pressures in confineda rlift or otheri nstabilituy of excavation or
depressurize those zones to eliminate risk
of p
installed works. Allowable piezometric elevations shall be defined in the Plan.
G Maintain water level below subgrade elevation. Do not allow levels to rise until
foundation concrete has achieved design strength.
01564-5of8
07/2006
CITY OF PEARLAND CONTROL OF GROUND WATER AND SURFACE WATER
H During backfilling, dewatering may be reduced to maintain water level a minimum of
5 feet below prevailing level of backfill. However, do not allow that water level to
result in uplift pressures in excess of 80 percent of downward pressure produced by
weight of structure or backfill in place. Do not allow water levels to rise into cement
stabilized sand until at least 48 hour after placement.
► Provide a uniform diameter for each pipe drain run constructed for dewatering.
Remove pipe drain when it has served its purpose. If removal of pipe is impractical,
provide grout connections at 50-foot intervals and fill pipe with cement-bentonite
grout or cement -sand grout when pipe is removed from service.
J Extent of construction ground water control for structures with a permanent perforated
u nderground drainage system may be reduced, such as for units designed to withstand
hydrostatic uplift pressure. Provide a means of draining the affected portion of
u nderground system, including standby equipment. Maintain drainage system during
o perations and remove it when no longer required.
K Remove system upon completion of construction or when dewatering and control of
surface or ground water is no longer required.
L Compact backfill as required by the Contract Documents.
3.02 REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS
A For aboveground piping in ground water control system, include a 12-inch minimum
length of clear, transparent piping between every eductor well or well point and
discharge header so that discharge from each installation can be visually monitored.
B Install sufficient piezometers or monitoring wells to show that all trench or shaft
excavations in water bearing materials are predrained prior to excavation. Provide
separate piezometers for monitoring of dewatering and for monitoring of
depressurization. Install piezometers and monitoring wells for tunneling as
appropriate for Contracto►'s selected method of work.
C Install piezometers or monitoring wells not less than one week in advance of
beginning the associated excavation.
D Dewatering may be omitted for portions of underdrains or other excavations, but only
where auger borings and piezometers or monitoring wells show that soil is predrained
by an existing system such that the criteria of the Ground Water and Surface Water
Control Plan are satisfied.
07/2006
01564-6of8
CITY OF PEARLAND CONTROL OF GROUND WATER AND SURFACE WATER
E Replace installations that produce noticeable amounts of sediments after development.
the
s in the
F Provide additional ground water control installations►oater and Sr urfiace WaterdControl
event that the installations according to the Ga
by
Plan do not provide satisfactory results based
Plan according to thison the performance ►Section,►1 03A
the Plan and by this Section Submit a revised
G Mechanical dewatering equipment shall comply with Chapter 19 NOISE, Code of
Ordinances, City of Pearland, Texas.
3.03 EXCAVATION DRAINAGE
A Contractor may use excavation drainage methods af nece essarconsist to acofhieve
the follow well drained,
ng
stable tench conditions. The excavation drainage
methods or combination of methods:
1. Sump pumping in combination with:
a. Layer of crushed stone and filter fabric.
b. Sand and gravel drains.
2. Wells for ground water control.
and a drainage layer, as defined in ASTM D 2321, placed on the
g Use sump pumping
foundation beneath pipe bedding or thickened bedding layer of Class I materia .
3.04 MAINTENANCE AND OBSERVATION
A Conduct daily maintenance and observation e ating inlan aheawile
the ground water control installations or excavation drainage are op
Keep system in good operating condition.
g Replace damaged and destroyed piezometers or monitoring wells with new
piezometers or wells as necessary to meet observation schedule.
C Cut off piezometers or monitoring wells in excavation
areasion proce eeds. piping
is exposed,
only as necessary to perform observation as
ontinuto
maintain and make observations, as specified.
p Remove and grout piezometers inside oi outside the excavation area when ground
wate► control operations are complete. Remove and grout monitoring wells when
directed by the Engineer.
3.05 MONITORING AND RECORDING
A Monitor and record average flow rate of operation r each ldo deep
for anf record
r for each
wellpoint of eductor header used in dewa gsystem.
water level and ground water recovery. These records shall be obtained daily until
steady conditions are achieved, and twice weekly thereafter
01564-7of8
07/2006
CITY OF PEARLAND CONTROL OF GROUND WATER AND SURFACE WATER
B Observe and record elevation of water level daily as long as ground water control
system is in operation, and weekly thereafter until the Work is completed or
piezometers or wells are removed, except when Engineer determines that more
frequent monitoring and recording are requited. Comply with Engineer's direction for
increased monitoring and recording and take measures as necessary to ensure effective
dewatering for intended purpose.
3.06 SURFACE WATER CONTROL
A Intercept surface water and divert it away from excavations through use of dikes,
ditches curb walls, pipes, sumps or other approved means. The requirement includes
temporary works required to protect adjoining properties from surface drainage caused
by construction operations.
B Divert surface water and seepage water into sumps and pump it into drainage channels
or storm drains, when approved by agencies having jurisdiction. Provide settling
basins when required by such agencies.
C Provide additional surface water control measures or change the methods in the event
that the measures according to the Ground Water and Surface Water Control Plan do
not provide satisfactory results based on the performance criteria defined by the Plan
and by this Section. Submit a revised Plan according to this Section, 1.03B.
END OF SECTION
07/2006 01564 - 8 of
CITY OF PEARLAND
Section 01565
TPDES REQUIREMENTS
TPDES REQUIREMENTS
1.0 GENERAL
1.01 SECTION INCLUDES
A Description of the required documentation to be prepared and signed by the Contractor
before conducting construction operations, in accordance with the terms and
conditions of the Texas Pollutant Discharge Elimination System (TPDES) General
Permit as issued March 5, 2003 by the Texas Commission on Environmental Quality
under the provisions of Section 402 of the Clean Water Act and Section 26 040 of the
Texas Water Code.
B Contractor's responsibility for implementation, naintenance, and inspection of storm
water pollution prevention control measures including, but not limited to erosion and
sediment controls, storm water management plans, waste collection and disposal, off -
site vehicle tracking, and other practices shown on the Plans or specified elsewhere in
this or other Technical Specifications.
C References to Technical Specifications:
1. Section 01350 — Submittals
2. Section 01310 — Coordination & Meetings
3. Section 01770 — Contract Closeout
p Referenced Standards:
1. Texas Commission on Environmental Quality (TCEQ)
E Other References:
1. Storm Water Pollution Prevention Plan (SWPPP) found in Appendix A of
these Technical Specifications.
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
2.0 PRODUCTS - NotUsed
01565-1of3
07/2006
CITY OF PEARLAND TPDES REQUIREMENTS
3.0 EXECUTION
3.01 REQUIRED NOTICES
A The Contractor shall complete, sign and date the Contractor's Notice of Intent (NOI)
attached in Appendix A. The signed copy of the Contractor's NOI shall be ieturned to
the Owner. The Owner will complete the Owner's Notice of Intent attached in
Appendix A and will submit both notices to the TCEQ Submission of the NOI is
required by both the Owner and the Contractor before construction operations start.
B Upon completion of construction and acceptance of the Work by the Owner, the
Contractor shall complete, sign, and date the Contractor's Notice of Termination
(NOT) attached in Appendix A.
3.02 CERTIFICATION REQUIREMENTS
A On the Operator's Information form attached in Appendix A the Contractor shall
complete name, address, and telephone number for the Contractor; the names of
persons or firms responsible for maintenance and inspection of erosion and sediment
control measures and all Subcontractors.
B The Owner will complete and sign the Owner s Certification, shown in Appendix A
and provide a copy to the Contractor for inclusion with othei project certification
forms.
C The Contractor and Subcontractors named in the Contractor's Information form shall
read, sign, and date the Contractor's/Subcontractor's Certification form, attached in
Appendix A.
D The persons or firms responsible for maintenance and inspection of erosion and
sediment control measures shall read, sign, and date the Contractor's Inspection and
Maintenance Certification form, attached in Appendix A.
E The Contractor's Information form and all certification forms shall be submitted to the
Owner before beginning construction.
F Contractor shall review implementation of the SWPPP in a meeting with the Owner
and Engineer prior to start of construction in accordance with Section 01310 —
Coordination & Meetings.
3.03 RETENTION OF RECORDS
A The Contractor shall keep a copy of the SWPPP at the Project Site or at the
Contractor's office from the date that it became effective to the date the Work is
accepted by the Owner.
B At Contract Closeout, the Contractor shall submit to the Owner all TPDES forms and
certifications, as well as a copy of the SWPPP, in accordance with Section 01770 —
Contract Closeout. The SWPPP records and data will be retained by Owner for a
period of 3 years from the date the Work is accepted by the Owner
07/2006
01565-2of3
TPDES REQUIREMENTS
CITY OF PEARLAND
3.04 POSTING OF NOTICES goes into effect
A The following notices shall be posted from the date that this SWPPP
until the date the Work is accepted by the Owner
1 _ Copies of the Notices of Intent submitted by ti� eOwner
and
conductedg atthe drfor and
t
a brief Description of Construction Ac y
Site, as given in Article 1 of the SWPPP, shall
ep ostedblicvat theiewinProject Site
or at Contractor's office in a ptomine place
f2. Notice to drivers of equipment and vehicles, driving onto traffic lanes. tostoposteck,
and clean tires of debris and mud before
such notices at every stabilized construction exit area
3. In an easily visible location on Project Site, post a notice of waste disposal
procedures.
4. Notice of hazardous material handling and emergency procedures shall be
posted with the NOI on Project Site. Keep copies of Material Safety Data
Sheets at a location oProject
all
signed certification at the Project Site or at personnel.
5. Keep a copy of each
Contractor's office.
END OF SECTION
01565-3or3
07/2006
CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION
Section 01566
SOURCE CONTROLS FOR EROSION AND SEDIMENTATION
1.0 GENERAL
1.01 SECTION INCLUDES
A Descriptions of measures and practices, in response to TPDES General Permit TXR
150000, which shall be used on the Work to eliminate or significantly minimize
pollutants in discharges into Surface Water in the State by controlling erosion and
sediments at their source.
B References to Technical Specifications:
1. Section 01550 — Stabilized Construction Exit
2. Section 01562 — Waste Material Disposal
3. Section 01500 — Temporary Facilities and Controls
C Definitions:
1. Potential Water Pollutant - any substance that could potentially altei the
physical thermal, chemical, or biological quality of the Surface Water in
the State, rendering the water harmful, detrimental, or injurious to humans,
animal life, vegetation, or property, or to public health, safety o► welfare, or
impairs the usefulness or the public enjoyment of the water for any lawful
or reasonable purpose.
1.02 MEAUSREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Wo►k is a component.
2.0 PRODUCTS - Not Used
3.0 EXECUTION
3.01 PREPARATION AND INSTALLATION
A Contractor shall conduct all construction operations under this Contract in
conformance with the erosion control practices described in the Plans and this
Technical Specification.
B Erosion and sediment control measures shall be in place prior to the start of any Work
that exposes the soil, other than as specifically directed by the Engineer to allow soil
testing and surveying.
C The Contractor shall install maintain, and inspect erosion and sediment control
measures and practices that operate effectively and as specified in the Plans and in this
or other Technical Specifications.
07/2006
01566- 1 of5
CITY GE PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION
D Equipment and vehicles shall be prohibited ioor dedicated lright� of -way and easements
r from maneuvering on
areas outside of the limits of construct
Damage caused by construction traffic to erosion and sediment control systems shall
be repaired immediately by the Contractor.
ng
E The Contractor shall be responsible for collecting,
sto i g, utmg from ling, and isposi and
of
spoil, silt, waste materials and contaminated
sediment control measures as specified in this orotherruleshnan►c l Spl ct icat►ons and in
compliance with applicable federal, state andlocal
3.02 EXPOSED SOIL
A
When soil is exposed as a result of clearing, grading, excavating, stockpiling, or other
soil disturbing activities, the Contractor shall implement measures to effectively
control erosion and prevent the escape of sediments from the Project Site.
B Control measures may include the following practices:
1. Preserve existing vegetation to the extent possible.
2. Construct drainage swales, berms, or sediment basins.
3. Maintain grades to minun�nathe
mfiltrationvelocity
of storm
water et flow direcver tlyi disturbedo areas
and promote evaporation
ground.
4. Install filter fabric fences or barriers, sediment traps, seepage basins,
gabions, or storm drain inlet protection devices.
5. Utilize vegetative buffer strips, mulching, or riprap
C When the placement of topsoil, bank sand, or other
soilim matero ial is specified,
loosen,after
tan
area has been brought to grade and immediately p
he
subgrade discing or by scarifying to a depth of at least 2 inches to permit bonding to
the subsoil.
sh a
al
D When all soil disturbing activities have
eavednco completed, ed by permabnent structures, s,►or
vegetative cover on all areas that are notp
otherwise permanently stabilized.
3.03 DUST CONTROL
A Implement control measures to minimize
and
movement
receiving streams or
sites and roads and to prevent airborne
sediment from reaching
storm water conveyance systems, toreduce
on-site and off -site damage, to prevent
health hazards, and to improve trafficdy.
B Control blowing dust by using one or more of the following measures:
1. Mulches bound with chemical binders.
2. Temporary vegetative cover.
3. Tillage to roughen surface and bring clods to the surface.
4. In igation by water sp► inkling.
5. Bat r►ers using solid board fences, burlap fences, crate walls, bales of hay, or
similar materials.
01566-2of5
07/2006
CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION
C implement dust control measures immediately whenever dust can be observed blowing
on the Project Site.
3.04 DEMOLITION AREAS
A Demolition activities which create large amounts of dust with significant
concentrations of heavy metals or other potential water pollutants shall use methods
described in this Section, 3.03 "Dust Control", to limit transport of airboi ne pollutants.
However, water or slurry used to control dust contaminated with heavy metals or
potential water pollutants shall be retained on the Project Site and shall not be allowed
to run directly into watercourses or storm water conveyance systems by the
appropriate use of control measures described in this Section. Methods of ultimate
disposal of these materials shall be carried out in accordance with applicable local,
state, and federal health and safety regulations.
3.05 SEDIMENT TRACKING
A Minimize off -site tracking of sediments and the generation of dust by construction
vehicles, keeping the streets clean or construction debris and mud, by implementing
one or more of the following control measures:
1. Restrict all ingress and egress to stabilized construction exits.
2. Stabilize areas used for staging, parking, storage or disposal.
3. Stabilize on -site vehicle transportation routes.
4. Remove mud and other debris, washing if necessary, from vehicles prior to
entrance onto public roadways from the Project Site.
5. Maintain grade to minimize the occurrence of mud on the Project Site.
B Construct stabilized construction areas under the provisions of Section 01550 —
Stabilized Construction Exists.
C In addition to Stabilized Construction Exits shovel or sweep the pavement to the extent
necessary to keep the street clean Water -hosing or sweeping of debris and mud off of
the street into adjacent areas is not allowed.
3.06 EQUIPMENT MAINTENANCE AND REPAIR
A Control equipment maintenance and repair so that oils, gasoline, grease, solvents, and
other potential water pollutants cannot be washed directly into receiving streams or
storm water conveyance systems.
B Control measures may include the following practices:
1. Confine maintenance and repair of construction machinery and equipment
to areas specifically designated for that purpose.
2. Provide these areas with adequate waste disposal receptacles for liquid as
well as solid waste.
3. Clean and inspect maintenance and repair areas daily.
4. Stabilize the area with coarse aggregate.
5. Maintain grade to prevent surface water from flowing over the area.
07/2006
01566-3of5
CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION
6. Place plastic matting, packed clay, tar paper, or other impervious material to
prevent contamination of soil in the area.
7. isolate areas of contaminated soil or other materials to facilitate proper
removal and disposal.
C Where effective control measures are not feasible, equipment shall be taken off -site for
maintenance and repair.
•
3.07 WASTE COLLECTION AND DISPOSAL
A Conduct operations in conformance with the plan provided in Section 01562 — Waste
Material Disposal and utilize such control measures, described in this Section, as may
be necessary to eliminate or significantly reduce the discharge of possible water
pollutants from the Project Site as a result of waste collection and disposal.
B Keep receptacles and waste collection a► eas neat and orderly to the extent possible
Waste shall not be allowed to overflow its container or accumulate from day-to-day
Locate trash collection points where they will least likely be affected by concentrated
storm water runoff.
3.08 WASHING AREAS
A Vehicles such as concrete delivery trucks or dump trucks and other construction
equipment shall not be washed locations
r �w a
irectly into a
watercourse or storm waterconveyance systewhere
Preventative measures may include
the following practices:
1. Designate special areas for washing vehicles.
2. Locate these areas where the wash water will spread out and evaporate or
infiltrate directly into the ground, or where the runoff can be collected in a
temporary holding or seepage basin.
3. Beneath wash areas construct a gravel or rock base to minimize mud
production.
B Construct washing areas under the provisions of Section 01550 — Stabilized
Construction Exists.
3.09 STORAGE AND USAGE OF POTENTIAL WATER POLLUTANTS
A Store and use potential water polunt�c ds, caustics, such as ►and otheres fertilizers,
toxic substances in
istillate fuels,
lubricants, solvents, cements paints,
accordance with manufactu►ers' guidelines, Material Safety Data Sheets, and with
local, state, and federal regulations.
ened or used such
at
B isolate these substances in areasunoff from the Project here they are to be ►S�e�pP Preventative measures
they will not cause pollution of
may include the following practices:
l . Stabilize the area with coarse aggregate.
2. Store containers on ►aised platforms.
01566-4of5
07/2006
CITY OF PEARLAND SOURCE CONTROLS FOR EROSION AND SEDIMENTATION
3. Place plastic matting, packed clay, tar paper, or other impervious material to
prevent contamination of soil in the area.
4. Provide protective cover or weather proof enclosure.
5. Minimize accidental spillage.
6 Keep containers tightly closed.
7 Periodically inspect containers for leakage.
8 Maintain grade to prevent surface water from flowing over the area.
9 Provide berms filter fabric fences or barriers, or sediment basins.
10. Designate washing areas for containers and other items that have come in
contact with potential water pollutants.
C Avoid overuse of substances such as pesticides and fertilizers which could produce
contaminated runoff
3.10 SANITARY FACILITIES
A Provide the Project Site with adequate portable toilets for workers in accordance with
Section 01500 —Temporary Facilities and Controls, and applicable health regulations.
B Control areas where sanitary facilities are located so that sewage or chemicals will not
be washed directly into receiving streams or storm water conveyance systems by using
one or more of the following measures.
1. Inspect the facilities daily.
2. Service the facilities as often as necessary to maintain cleanliness and
prevent overflows.
3. Stabilize the area with coarse aggregate
4. Maintain grade to prevent surface water from flowing over the area
END OF SECTION
07/2006
01566-5of5
CITY OF PEARLAND
Section 01570
TRENCH SAFETY SYSTEM
TRENCH SAFETY SYSTEM
1.0 GENERAL
1.01 SECTION INCLUDES
Trench safety system for the construction of trench excavations.
on of
Trench safety system for excavation of utilities,
state, or'local excavation safety
embankment which fall under provisions of federal,
laws.
C References to Technical Specifications:
1. Section 01200 — Measurement & Payment Procedures
2. Section 01350 — Submittals
p Referenced Standards:
1. Occupational Safety and Health Administration (OSHA)
A
B
g Definitions:
1. Trench. A narrow excavation (in relation to its depth) made below the
surface of the ground. In general, the depth is greater than the width, but
the width of a trench (measured at the bottom) is not greater than 15 feet.
2. Trench safety system requirements
nstallations I inns the space betweenstheif he
erection of structures or other
excavation slope and the installation to dimensions equivalent to a trench as
defined.
3. Trench safety systems include both Protective Systems and Shoring
Systems but are not limited to sloping, sheeting, trench boxes or trench
shields, slide rail systems, piliprovideng,
bbracing, shoring,
dewatering or diversion of Ovate
r a. Protective System A method of protecting employees from cave-ins,
from material that could fall or roll from an excavation face or into an
excavation, or from the collapse of an adjacent structure.
an
b. Shoring System. A structure, which supports the ins maintain table soil condition oor to
excavation, to prevent cave
prevent movements of the ground affecting adjacent installations or
improvements.
c. Special Shoring: A shoring system meeting Special Shoring
Requirements for locations identified on the Plans.
le of
4, Competent Person- one the s�rroundiis bngs or working dentifying existing and
predictable hazards in
wo king conditions which are
unsanitary, hazardous, or dangerous to employees, and who has
authorization to take prompt corrective measures to eliminate them.
01570-1of4
07/2006
CITY OF PEARLAND
1.02 MEASUREMENT AND PAYMENT
A Meassafety systems used on utility excavations is on a linear foot
basis, measumentred
for trenchhe centerline of the ti ench. Payment for trench safety systems
basis, measured along
includes payment for manholes and other line structures.
B Unless indicated in as a Bid Item, no separate payment will be made for shoring
systems under this Section Include cost in Bid Items for trench safety systems.
C If shown on the Plans and included in Section 00300 — Bid Proposal as a separate Bid
Item, Measurement and Payment for Special Shoring system installation for trench
excavation is on a square foot basis, measured and completed in place.
D Unless indicated as a Bid Item, no separate payment will be made for trench safety
systems used on structural excavations under this Section. Include cost for trench
safety system used on structural excavations in applicable structure installation.
E Unless indicated as a Bid Item, no separate payment will be made for trench safety
systems used on roadway excavation or embankment under this Section. Include cost
in applicable Sections.
F Refer to Section 01200 — Measurement & Payment Procedures.
TRENCH SAFETY SYSTEM
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
B Submit a safety plan specifically for the construction of trench excavation, excavation
of utilities, excavation of structures, and embankment which fall under provisions of
federal, state, or local excavation safety laws. Design the Trench Safety Plan to be in
accordance with OSHA Standards - 29CFR governing the presence and activities of
individuals working in and around trench excavations, and in accordance with any
Special Shoring requirements at locations shown on the Plans. Include in the plan,
submittal of the contact information for the Competent Person
C Have Shop Drawings for trench safety systems sealed, as required by OSHA, by a
Professional Engineer licensed by the State of Texas, retained and paid by the
Contractor.
1.04 REGULATORY REQUIREMENTS
A Install and maintain trench safety systems in accordance with the provision of
Excavations, Trenching, and Shoring, OSI-IA Standards —29 CFR Part 1926, Subpart
P, as amended, including Final Rule, published in the Federal Register Vol. 54, No.
209 on Tuesday, October 31, 1989. The sections that are incorporated into these
Technical Specifications, by reference, include Standard 1926.650 — 652.
01570-2of4
07/2006
TRENCH SAFETY SYSTEM
CITY OF PEARLAND
B A reproduction of the OSHA Standards No. 209 is available 1 ble upo 9 CFR included in n brpequest to
"Excavations" from the Federal Register Vol. 54,
Contractors bidding on the Work. The Owner ressurnes onsible for obno �a'nbngta copy of
y for the
accuracy of the reproduction. The Contract P
this section of the Federal Register.
with
C Include in the Trench Safety Program measures that
seablish ti n com5 pliance of the
the
standard interpretation of the General Duty
Occupational Safety and Health Act of 1970 Owho walk/workh atathe `ba'seplof oyern
must shore or otherwise protect employees
embankment from possible collapse."
Safety
D Legislation that has been enacted by thee State nio these specifiTexas with cattons.rUndelrrexas
Systems is hereby incorporated, by refer
Statutes, refer to Chapter 756 of the Health and Safety Code, SUBCHAPTER C.
TRENCH SAFETY.
E Reference materials, if developed for this Work, will be issued by the Engineer along
with the Bid Documents, including the following:
1. Geotechnical information obtained for use in design of the trench safety
system
2. Special Shoring Requirements.
1.05 INDEMNIFICATION
A Contractor shall indemnify and hold less thewithouOlim limitation, legal fees, court t costs,
from any and all damages costs(including,
and the cost of investigation), judgments or claims by anyone for injury or death of
persons resulting from the collapse or failure of trenches constructed under this
Contract.
g Contractor acknowledges and agrees negligent eitherbyactor omission inproviding fort this
tindemnity
provision
provides
for the Owner in case the Owner g g
trench safety, including, but not limited to safety program and design reviews,
inspections failures to issue stop work orders, and the hiring of the Contractor.
egard to
C Review of the safety program bythe, Engineer
constitute approvalrby the Engineetrnor
with the Contract Documents andwill
relieve Contractor of obligations under state and federal trench safety laws.
2.0 PRODUCTS - Not Used
3.0 EXECUTION
3.01 INSTALLATION
A install and maintain trench safety systems in accordance with provisions of OSHA
Standards — 29 CFR.
01570-3of4
07/2006
CITY OF PEARLAND TRENCH SAFETY SYSTEM
B Specially designed trench safety systems shall be installed in accordance with the
Contractor s trench excavation safety program for the locations and conditions
identified in the program.
C Install Special Shoring at the locations shown on the Plans.
D Obtain verification from a Competent Person, defined in this Section and as identified
in the Contractor's Trench Safety Program, that trench boxes and other pre -
manufactured systems are certified for the actual installation conditions.
3.02 INSPECTION
A Conduct daily inspections by Contractor or Contractor s independently retained
consultant of the trench safety systems to ensure that the installed systems and
operations meet OSHA Standards — 29 CFR and other personnel protection regulations
requirements.
B If evidence of possible cave-ins or slides is apparent, immediately stop work in the
trench and move personnel to safe locations until necessary precautions have been
taken to safeguard personnel.
C Maintain a permanent record of daily inspections.
3.03 FIELD QUALITY CONTROL
A Verify specific applicability of the selected or specially designed trench safety systems
to each field condition encountered on the Work.
END OF SECTION
07/2006
01570-4of4
CITY OF PEARLAND
PROJECT IDENTIFICATION SIGNS
Section 01580
PROJECT IDENTIFICATION SIGNS
1.0 GENERAL
1.01 SECTION INCLUDES
A Project identification sign description.
B. Installation.
C. Maintenance and removal.
1.02 UNIT PRICES
A. No separate payment will be made for design, fabrication, installation, and
maintenance of project identification signs under this Section. Include cost of
work performed under this Section in the pay item for Section 01505 -
Mobilization.
B. If changes to project identification signs are requested by the City Engineer to
keep them current payment will be made by change order.
C. Skid -mounted signs shall be relocated as directed by the City Engineer at no
additional cost to the City. Post -mounted signs shall be relocated once, if directed
in writing by the City Engineer, at no additional cost to the City. If a post -
mounted sign is relocated more than once at the written direction of the City
Engineer, payment will be made by change order.
1.03 SYSTEM DESCRIPTION
w
A. Sign Construction: Project fod ridentification
gns shall Constr<�ctbe constructed post mounted of
seas
materials and painted
shown on Construction Sign Details.
B. Appearance: Project identification signs shall be maintained to present a clean
and neat look throughout the project duration.
C. Sign Manufacturer/Maker: Experienced as a professional sign company.
he
D. Sign Placement: Place signs at locations as directed
io by
the ht CCity
Pre-gi n Engineer.
The
City Engineer will provide sign placement
Meeting.
1. A linear project is one involving paving, overlay, sewer lines, storm
drainage, or water mains that run in the right-of-way over a distance. A
linear project requires a project identification sign at each end of the
construction site.
01580-1
05/2007
CITY OF PEARLAND PROJECT IDENTIFICATION SIGNS
2. Single Site or Building Projects: Provide one project identification
sign.
3. Multiple Sites: Provide one project identification sign at each site.
4. Sign Relocation As work progresses at each site, it may be necessary
to move and relocate project identification signs. Relocate signs as
directed in writing by the City Engineer.
E. Alternate Skid -mounted Sign Construction: Post -mounted signs are preferred, but
skid -mounted signs are allowed, especially for projects with noncontiguous
locations where work progresses from one location to another The skid structure
shall be designed so that the sign will withstand a 60-mile-per-hour wind load
directly to the face or back of the sign. Use stakes, straps, or ballast. Approval of
the use of skid -mounted signs shall not release the Contractor from responsibility
of maintaining a project identification sign on the project site and shall not make
the City responsible for the security of such signs.
1.04 SUBMITTALS
A. Submit shop drawings under provisions of Section 01350 - Submittal Procedures.
B. Show content, layout, lettering style, lettering size, and colors. Make sign and
lettering to scale, clearly indicating condensed lettering, if used.
2.0 PRODUCTS
2.01 SIGN MATERIALS
A. Structure and Framing: All sign materials shall be new.
1. Sign Posts: Use 4-inch by 4-inch treated wood posts, sized to fix
top of sign at 6 FEET ABOVE GROUND.
2. Sign Supports and Skid Bracing: 2-inch by 4-inch wood framing
material.
3. Skid Members: 2-inch by 6-inch wood framing material.
4. Fasteners:
a. Use galvanized steel fasteners.
b. Use 3/8-inch by 5-1/2-inch button head carriage bolts to attach sign to posts.
Secure with nuts and flat head washers at locations as recommended by Sign
Manufacturer.
c. Cover button heads with white reflective film or paint to match sign
background
B. Sign and Sign Header: Use medium density overlaid marine plywood minimum
1/2-inch thick. Use full-size 4-foot by 8-foot sheets for sign and a single piece for
header to minimize joints; do not piece wood to fabricate a sign face.
C. Paint and Primers: White paint used to prime surfaces and to resist weathering
shall be an industrial grade, fast -drying, oil -based paint with gloss finish. Paint
structural and framing members white on all sides and edges to resist weathering.
05/2007 01580-2
CITY OF PEARLAND
res
st
Paint sign and sign header material white
this wea her protecavedpa ntges tprior Ito
weathering. Paint all sign surfaces adding any sign paint or adhesive applications.
PROJECT IDENTIFICATION SIGNS
D. Colors:
Follow criteria established by attached Exhibit
3.0 EXECUTION
3.01 INSTALLATION
A. Install project identification signs within 10 calendar days after Date of
Commencement.
uction
B. Erect signs where designated t b03the
of this Sectione Pos tionthe
thersignnnrsuch a
Meeting or as describe p
manner as to be fully visible and readable to the general public.
C. Erect sign level and plumb.
D. If mounted on posts, sink posts a minimumof 30 inches
concrete below etogirade in 10-inch
diameter porthole. Stabilize posts with sharp for mounting of
teral
motion. Leave a minimum of 8 feet of post above existing grade
the sign and header.
E. Erect sign so that the top edge of the sign, is no higher than 6 feet above existing
grade.
3.02 MAINTENANCE AND REMOVAL
A. Keep signs and supports clean. Repair deterioration and damage.
B. Remove signs, framing, supports, and foundations to a depth of 2 feet upon
completion of Project. Restore the area to a condition equal to or better than
before construction.
END OF SECTION
05/2007
01580-3
CITY OF PEARLAND
PROJECT IDENTIFICATION SIGNS
PROJECT IDENTIFICATION SIGN
EXHIBIT
SOUTHWEST ENVIRONMENTAL CENTER
WASTEWATER TREATMENT PLANT EXPANSION No.11.
PROJECT SCHEDULE: JULY 2007
ENGINEER: CARTER & BURGESS, INC.
CONSTRUCTION COST: UNKNOWN
CONTRACTOR: UNKNOWN
TVPIcal4'x8'x1 N' MD 0 single soled srte sign. Installs on two
4"x4" x 8' treater! w2 C C A posts S et in sharp sand or concrete
in a 10" x24" pier minimum.
P6P1101 la(8IUIIL11WN
'Ili; 1001
SI M
PI Ha I1KO it eta,.
a n.ai
: R, el N,i.utiw:l nrt.I wen
a a itii
a14.F as ro nm-.ittIct
CLIENT APPROVAL
05/2007
01580-4
CITY OF PEARLAND
MATERIAL AND EQUIPMENT
Section 01600
MATERIAL AND EQUIPMENT
1.0 GENERAL
1.01 SECTION INCLUDES
A Requi
rements for transportation, delivery, handling, and storage of materials and
equipment.
B References to Technical Specifications'
1. Section 01566 — Source Controls for Erosion & Sedimentation
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment
aym t will be madwork e for
iaoc perfo nted
under this Section. Include cost in Bid Items
1.03 PRODUCTS
A Products: Means material equipment, for systems r, fabrication,the ocronvek. Dy ng oes and
not
include machinery and equipment used preparation,
erection of the Work. Products may also include existing materials or components
designated for reuse.
B Do not reuse materials and equipment, designated to be removed, except as specified
by the Contract Documents.
C Provide equipment and components from the fewest n` mbero ar of m nufact reximum
ers as is
practical, in order to simplify spare parts ye anwinterchangeability of components. d model or tople components of the f component throughoutmthesWork.pe or
application, use the same make a
1.04 TRANSPORTATION
A Make arrangements for transportation, delivery, and handling of equipment and
materials required for timely completion of the Work.
B Transport and handle products in accordance with instructions.
C Consign and address shipping documents to the proper party giving name of Project,
street number, and City. Shipments shall be delivered to the Contractor.
1.05 DELIVERY
A Arrange deliveries of products to accommodate la e Construction
iondelSchedule
that na cause
ample time to facilitate inspection prior to
lengthy storage or overburden of limited storage space.
01600-1of3
07/2006
CITY OF PEARLAND MATERIAL AND EQUIPMENT
B Coordinate deliveries to avoid conflict with Work and conditions at the Project Site
and to accommodate the following•
1. Work of other contractors or the Owner.
2. Limitations of storage space.
3. Availability of equipment and personnel for handling products.
4. Owner's use of premises.
C Have products delivered to the Project Site in manufacturer's original, unopened,
labeled containers
D Immediately upon delivery, inspect shipment to assure:
1. Product complies with requirements of Contract Documents.
2. Quantities are correct.
3. Containers and packages are intact; labels are legible.
4. Products are properly protected and undamaged.
1.06 PRODUCT HANDLING
A Coordinate the off-loading of materials and equipment delivered to the Project Site. If
necessary to move stored materials and equipment during construction, Contractor
shall relocate materials and equipment at no additional cost to the Owner.
B Provide equipment and personnel necessary to handle products, including those
provided by the Owner, by methods to prevent damage to products or packaging.
C Provide additional protection during handling as necessary to prevent breaking
scraping, marring, or otherwise damaging products or surrounding areas.
D Handle products by methods to prevent over bending or overstressing.
E Lift heavy components only at designated lifting points.
F Handle ►materials and equipment in accordance with Manufacturer's recommendations.
G Do not drop, roll, or skid products off delivery vehicles. Hand carry or use suitable
materials handling equipment
1.07 STORAGE OF MATERIAL
A Store and protect materials in accordance with manufacturer's recommendations and
requirements of these Technical Specifications. Control storage of potential water
pollutants in conformance with Section 01566 — Source Controls for Erosion &
Sedimentation.
B Make necessary provisions for safe storage of materials and equipment. Place loose
soil materials, and materials to be incorporated into the Work to prevent damage to
any part of the Work or existing facilities and to maintain free access at all times to all
parts of the Work and to utility service company installations in the vicinity of the
Work.
07/2006 01600 - 2 of 3
MATERIAL AND EQUIPMENT
CITY OF PEARLAND
C Keep materials and equipment neatly and compactly stored in locations that will cause
a minimum of inconvenience to other contractors, public travel adjoining owners,
tenants, and occupants. Arrange storage in a manner to provide easy access for
inspection.
p Provide adequately ventilated, watertight storage facilities with floor above ground
level for materials and equipment susceptible to weather damage.
E Restrict storage to areas available onthe
construction site for ect Manage storage of material and
equipment as shown on Plans or approvedby the
ProF r.
Provide off -site storage and protection when on -site storage is not adequate.
G Do not use lawns, grass plots, or other private property for storage purposes without
sion or
written permission of the owner or other
person in streets or others improvements) shalof h,be
premises. Damage to lawns, sidewalks
repaired or replaced to the satisfaction of the Project Manager.
11 Protect stored materials and equipment against loss or damage.
1 Store materials in manufacturers' unopened containers.
� Materials delivered and stored along pre line of ivate drives and st eet cshall
iossings shallcloser
be kept
feet to any fire hydrant Public and
open.
K The total length which materials may otherwise approved in writing bedtted along the route of construction at
e vig by the Project
any one time is 1000 lineal feet, u
Manager.
2.0 PRODUCTS - Not Used
3.0 EXECUTION - Not Used
END OF SECTION
01600-3of3
07/2006
CITY OF PEARLAND
PRODUCT OPTIONS AND SUBSTITUTIONS
Section 01630
PRODUCT OPTIONS AND SUBSTITUTIONS
1.0 GENERAL
1.01 SECTION INCLUDES
A Options for making product or process selections.
B Procedures for proposing equivalent construction products or processes, including pre -
approved, and approved products or processes
C References to Technical Specifications:
1. Section 01350 — Submittals
1.02 SUBMITTALS
A Make Submittals required by this and related Sections under the provisions of Section
01350 — Submittals.
1.03 DEFINITIONS
A Product: Means, materials, equipment, or systems incorporated into the Work.
Product does not include machinery and equipment used for production, fabrication,
conveying, and erection of the Work. Products may also include existing materials or
components designated for re -use.
B Process: Any proprietary system or method for installing system components resulting
in an integral functioning part of the Work. For this Section, the word Product
includes Processes.
1.04 SELECTION OPTIONS
A Pre -approved Products: Products of certain manufacturers or suppliers are designated
in the Technical Specifications as "pre -approved". Products of other manufacturers or
suppliers will not be acceptable under this Contract and will not be considered under
the submittal process for approving alternate products.
B Approved Products: Products of certain manufacturers or suppliers designated in the
Technical Specifications followed by the words "or approved equal". Approval of
alternate products not listed in the Technical Specifications may be obtained through
provisions of this Section and Section 01350 — Submittals. The procedure for
approval of alternate products is not applicable to Pre -approved Products.
C Product Compatibility: To the maximum extent possible, provide products that are of
the same type or function from a single manufacturer, make or source. Where more
than one choice is available as a Contractor's option, select a product which is
compatible with other products already selected, specified, or in use by the Owner.
07/2006
01630- 1 of3
CITY OF PEARLAND
1.05 CONTRACTOR'S RESPONSIBILITY
A Furnish information the Engineer deems necessary to judge equivalency of the
alternate product.
ination
g Pay for laboratory testing as well as any wh►`� review
tiles the►Engi peer tost makeded� a
establish the equivalency between products
judgment
ivalent
in
C If the Engineer determines that an alternate product furnish oneis not lof the speoc that fled products. named
the Technical Specifications, the Contractor shall
1.06 ENGINEER'S REVIEW
A Alternate products may be used only if approved in writing by the Engineer. The
Engineer's determination regarding acceptance of a proposed alternate product is final.
by the Engineer
g Alternate products will be acceptor to offer substantiaabeif the prouct is jugeaefit tot e Owner.to be
equivalent to the specified product
C The Owner retains the right to accept any product deemed advantageous to the Owner,
and similarly, to reject any product deemed not beneficial to the Owner.
1.07 SUBSTITUTION PROCEDURE
A Collect and assemble technical information applicable to the proposed product to aid
in determining equivalency as related to the Approved Product specified.
g Submit a written request for a product
�be aafte►• theEffectiv
alternate
product
Date of the
with the product information within
fouteen (14) day
Agreement.
C After the submittal period has expired,
becomes unavailable beca ioe of conditions
ducts will be
considered only when a specified product
beyond the Contractor's control.
D Submit 5 copies of each request for alternate product approval. Include the following
information:
1. Complete data substantiating compliance of proposed substitution with
Contract Documents.
2. For products:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature with product description, performance and
test data, and reference standards.
e. Samples, as applicable.
d. Name and address of similar projects on which product was used and
date of installation. Include the name of the Owner
A►chitect/Engineer, and installing contractor.
PRODUCT OPTIONS AND SUBSTITUTIONS
01630-2of3
07/2006
CITY OF PEARLAND PRODUCT OPTIONS AND SUBSTITUTIONS
3. For construction methods:
a. Detailed description of proposed method.
b. Shop Drawings illustrating methods.
4. Itemized comparison of proposed substitution with product or method
specified
5. Data relating to changes in Construction Schedule
6. Relationship to separate contracts, if any.
7. Accurate cost data on proposed substitution in comparison with product or
method specified.
8. Other information requested by the Engineer.
E Approved alternate products will be subject to the same review process as the
specified product would have been for Shop Drawings, Product Data and Samples.
2.0 PRODUCTS - Not Used
3.0 EXECUTION Not Used
END OF SECTION
07/2006
01630-3of3
CITY OF PEARLAND
Section 01720
FIELD SURVEYING
FIELD SURVEYING
1.0 GENERAL
1.01 SECTION INCLUDES
A Requirements for surveyors and surveys.
g Procedures pertaining to survey control points and reference points.
C References to Technical Specifications:
1 Section 01350 — Submittals
2. Section 01760 — Project Record Documents
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate
for whichbhis Worke made ,is aocomponented
under this Section. Include cost in Bid Items
1.03 QUALITY CONTROL
A Conform to State of Texas laws for surveys requiring licensed surveyors. Employ a
land surveyor acceptable to Engineer.
1.04 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
g Submit to Engineer the name, address, and telephone number of Surveyor before
starting survey work.
C Submit documentation verifying accuracy of survey work on request.
1.05 PROJECT RECORD DOCUMENTS
A Maintain a complete and accurate log of control and survey work as it progresses.
B
Submit Record Documents under provisions of Section 01760 — Project Record
Documents.
1.06 EXAMINATION
A Verify locations of survey control points prior to starting Work.
g Notify Engineer immediately of any discrepancies discovered.
01720-1of2
07/2006
CITY OF PEARLAND
FIELD SURVEYING
1.07 SURVEY REFERENCE POINTS
A Control datum for survey is that established by Owner -provided survey and indicated
on Plans.
B Locate and protect survey control points, including property corners, prior to starting
site work. Use caution to preserve permanent reference points during construction.
C The Contractor shall not reset; nor cause to be reset, lost, disturbed, or damaged;
control points. Promptly notify Engineer of disturbance or damage to any control
point(s)
D Notify Engineer 48 hours in advance of need for relocation of reference points due to
changes in grades or other reasons.
E Report promptly to Engineer the loss or destruction of any reference point.
F Any re -staking of control points lost, disturbed or damaged by Contractor's operations
will be provided by Owner at Contractor's expense.
G Employ a Registered Public Land Surveyor to reset any missing, disturbed, or
damaged monumentation.
1.08 SURVEY REQUIREMENTS
A Utilize recognized engineering survey practices.
B Establish a minimum of two permanent bench marks on Project Site, referenced to
established control points. Record locations with horizontal and vertical data, on
Project Record Documents.
C Establish and record in survey notes elevations, lines and levels to provide quantities
required for Measurement and Payment and to provide appropriate controls for the
Work. Locate and lay out by instrumentation and similar appropriate means:
l . Site improvements including pavements; stakes for grading; fill and topsoil
placement; utility locations, slopes, and invert elevations.
2. Grid or axis for structures.
3. Mounumented Baseline.
D Verify periodically layouts by same means.
2.0 PRODUCTS - NotUsed
3.0 EXECUTION - NotUsed
END OF SECTION
01720-2of2
07/2006
CUTTING AND PATCHING
CITY OF PEARLAND
Section 01730
CUTTING AND PATCHING
1.0 GENERAL
1.01 SECTION INCLUDES
A Cutting patching and fitting of Work
installation or connection of Work with
access, inspection or testing
g References to Technical Specifications:
1. Section 01350 — Submittals
2. Section 01630 — Product Options & Substitutions
to existing facilities, or to accommodate
existing facilities, or to uncover Work for
1.02 MEASURMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
B Submit written notice to the Engineering function�Owner operat ont to proced rnsrorowork of
cutting
which may affect structural integrity or design
another contractor
C Include the following in submittal:
1. Identification of Project
2. Description of affected Work.
3. Necessity for cutting.
4. Effect on other work and on structural integrity.
5. Include description of proposed Work:
a. Scope of cutting and patching.
b. Contractor, subcontractor or trade to execute Work.
c. Products proposed to be used.
d. Extent of refinishing.
e. Schedule of operations.
6. Alternatives to cutting and patching, if any.
Should conditions of Work or schedule indicate change of materials or methods,
submit a written recommendation to the Engineer including:
1. Conditions indicating change.
2. Recommendations for alternative materials or methods.
3. Submittals as required for substitutions in Section 01630 — Product Options
& Substitutions.
D
01730 - 1 of 3
07/2006
CITY OF PEARLAND CUTTING AND PATCHING
E Submit written notice to the Engineer designating time Work will be uncovered for
observation. Do not begin cutting or patching operations until authorized by the
Engineer.
1.04 CONNECTIONS TO EXISTING FACILITIES
A Perform construction necessary to complete connections and tie-ins to existing
facilities. Keep all existing facilities in continuous operation unless otherwise
specifically permitted in these Technical Specifications or approved by the Engineer.
B Coordinate with the Engineer, interruption of service requiring connection into
existing facilities. Bypassing of wastewater or sludge to waterways is not permitted.
Provide temporary pumping facilities to handle wastewater if necessary. Use
temporary bulkheads (e.g., inflatable plugs) to minimize disruption. Provide
temporary power supply and piping to facilitate construction where necessary.
C Submit a detailed schedule of proposed connections, including shut -downs and tie-ins.
Include in the submittal the proposed time and date as well as the anticipated duration
of the Work. Submit the detailed schedule coordinated with the construction schedule.
1. Pi ovide specific time and date information to the Engineer 48 hours in
advance of proposed Work.
D Procedures and Operations:
1. The Contractor may operate existing pumps, valves and gates required for
sequencing procedures only as directed by the Engineer. Do not operate any
valve, gate or other item of equipment without permission of the Owner and
the knowledge of the Engineer.
2. Insofar as possible, equipment shall be tested and in operating condition before
final tie-ins are made to connect equipment to the existing facility
3. Carefully coordinate Work and schedules. Provide written notice to the
Engineer at least 48 hours before shut -downs or by-passes are required.
2.0 PRODUCTS - NotUsed.
3.0 EXECUTION
A Perform activities to avoid interference with facility operations and the Work of others
in accordance with Section 00700 — General Conditions of the Agreement.
B Execute cutting and patching including excavation, backfill, and fitting to:
1. Remove and replace defective Work or Work not conforming to the Plans
and Technical Specifications.
2. Take samples of installed Work as required for testing.
3. Remove construction required to provide for specified alteration or addition
to existing Work.
4. Uncover Work to provide for inspection or reinspection of covered Work by
the Engineer or regulatory agencies having Jurisdiction.
5. Connect any Work that was not accomplished in the proper sequence to
completed Work.
01730-2of3
07/2006
CUTTING AND PATCHING
CITY OF PEARLAND
b. Remove or relocate existing utilities and pipes which obstruct Work to which
connections must be made
7. Make connections or alterations to existing or new facilities.
g. Provide openings, channels, chases and flues, if any and do cutting,patching
and finishing.
C Restore existing Work to a state equal
better
Tecthan
hni al Specifications. tmg and
patching. Restore new Work to standards ofthese
e Work
ess
D Support, anchor attach, match, tt im and seal sleeveserials to insertsthhangers,o equ ed for lthe
otherwise specified, furnish and install
execution of the Work.
in
al
ity and
g Provide shoring, bracing and support
u, crrtting and apat h ng"r Beforercutting
protect adjacent Work from damageduring
beams or other structural members, anchors, lintels or other supports,
request written
instructions from the Engineer. Follow such instructions, as applicable.
END OF SECTION
01730-3of3
07/2006
CITY OF PEARLAND
STARTING SYSTEMS
Section
STARTING
1.0 GENERAL
1.01 SECTION INCLUDES
01750
SYSTEMS
A Starting systems.
B Demonstration and instructions.
C Testing, adjusting, and balancing.
D References to Technical specifications:
1. Section 01350 — Submittals
2. Section 01430 — Contractor's Quality Control
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
B Submit a written report that equipment or system has been properly installed and is
functioning correctly.
2.0 PRODUCTS Not Used
3.0 EXECUTION
3.01 PREPARATION
Contractor shall conduct all start-up operations under this Contract in conformance
with Section 01430 — Contractor's Quality Control.
Coordinate schedule for start-up of various equipment and systems.
Notify Engineer 7 days prior to startup of each item.
Verify that each piece of equipment or system has been checked for proper lubrication,
drive rotation, belt tension, control sequence, or other conditions which may cause
damage
E Verify that tests, meter readings, and specified electrical characteristics agree with
those required by the equipment or system manufacturer.
A
B
C
D
07/2006
01750-1of2
CITY OF PEARLAND
F Verify wiring and support components for equipment are complete and tested.
C, Execute start-up under Contractor's supervision in accordance with manufacturer's
instructions.
facturer to
rovide
When specified in individual specificationsections,
to schecic anduire eq �ipment
authorized representative to be present at siteinspect,
or system installation prior to and during start-up, and to supervise placing equipment
or system in operation.
3.02 DEMONSTRATION AND INSTRUCTIONS
Demonstrate operation and maintenance of products to Owner two weeks minimum
prior to date of Substantial Completion.
eview
Q Utilize operation and maintenance expluals as basis ar instruction. in operation and n aintenances
of manual with Owner in detailplain all aspects
C n.
Demonstrate start-up, operation,
aoft►equipment ablagreedtuponsti nesp�t
maintenance, and shutdown of each item
equipment location.
p Prepare and insert additional data in operations and maintenance manuals when need
for additional data becomes apparent during instruction.
3.03 TESTING, ADJUSTING, AND BALANCING
A Contractor shall start test, adjust, balance, and provide reports on all installed
equipment as provided for in this section.
n
to
13 Owner may also appoint, employ
and balanciay ng. for
�epo is services
w will beaubm independentt d bypthe
perform testing, adjusting, and
independent firm to the Owner indicating observations and results of the tests and
indicating compliance or non-compliance with specified requirements and with the
requirements of the Contract Documents.
C Owner's employment of an independent firm shall not relieve the Contractor's
responsibility under this section.
END OF SECTION
STARTING SYSTEMS
H
A
01750-2of2
07/2006
CITY OF PEARLAND PROJECT RECORD DOCUMENTS
Section 01760
PROJECT RECORD DOCUMENTS
1.0 GENERAL
1.01 SECTION INCLUDES
A Maintenance and Submittal of Record Documents and Samples.
B References to Technical Specifications:
1 Section 01350 — Submittals
2. Section 01770 — Contract Closeout
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
1.03 SUBMITTALS
A Make Submittals required by this and related Sections under the provisions of Section
01350 — Submittals.
1.04 MAINTENANCE OF DOCUMENTS AND SAMPLES
A Maintain one copy of Record Documents at the Project Site in accordance with
Section 00700 — General Conditions of Agreement, 3.02 "Keeping Plans and
Specifications Accessible".
B Store Record Documents and Samples in field office if a field office is requited by
Contract Documents, or in a secure location. Provide files, racks, and secure storage
for Record Documents and Samples.
C Label each document "PROJECT RECORD" in neat, large, printed letters.
D Maintain Record Documents in a clean, dry, and legible condition. Do not use Record
Documents for construction purposes.
E Keep Record Documents and Samples available for inspection by Engineer.
1.05 RECORDING
A Record information concurrently with construction progress. Do not conceal any work
until required information is recorded.
B Plans Change Orders, and Shop Drawings: Legibly mark each item to record all
actual construction, or "as built" conditions, including:
1. Measured horizontal locations and elevations of underground utilities and
appurtenances, referenced to permanent surface improvements.
01760-1of2
07/2006
CITY OF PEARLAND
2. Elevations of underground utilities referenced to bench marks utilized for
the Work.
3. Field changes of dimension and detail.
4. Changes made by modifications.
5. Details not on of iginal Plans.
6. References to related Shop Drawings and Modifications.
C Record information with a red pen or pencil on a set of blue line opaque drawings,
provided by Engineer.
2.0 PRODUCTS - Not Used
3.0 EXECUTION
A Deliver Record Documents and Samples to Owner in accordance with Section 01770 —
Contract Closeout.
PROJECT RECORD DOCUMENTS
END OF SECTION
01760-2of'2
07/2006
CITY OF PEARLAND CONTRACT CLOSEOUT
Section 01770
CONTRACT CLOSEOUT
1.0 GENERAL
1.01 SECTION INCLUDES
A Closeout procedures including final submittals such as operation and maintenance
data, warranties and spare parts and maintenance materials.
B References to Technical Specifications:
1 Section 01350 — Submittals
2. Section 01760 — Project Record Documents
1.02 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
1.03 CLOSEOUT PROCEDURES
A Comply with Section 00700 — General Conditions of Agreement regarding Final
Completion and Final Payment when Work is complete and ready for Engineer's final
inspection.
B Provide Record Documents under provisions of Section 01760 — Project Record
Documents.
C Complete or correct items on punch list, with no new items added. Any new items
will be addressed during warranty period.
D The Owner will occupy portions of the Work as specified in Section 00700 — General
Conditions of Agreement.
E Contractor shall request Final Inspection at least two weeks prior to Final Acceptance.
1.04 FINAL CLEANING
A Execute final cleaning prior to final inspection.
B Clean debris from drainage systems.
C Clean Project Site; sweep paved areas, rake clean landscaped surfaces.
D Remove waste and surplus materials, rubbish, and temporary construction facilities
from the Project Site following the final test of utilities and completion of the Work.
07/2006 01770 - 1 of 2
CONTRACT CLOSEOUT
CITY OF PEARLAND DATA
A Submit Operations and Ma 01350 -
OPERATION AND MAINTENANCE
1.05 Maintenance data under provisions of Section
Submittals.
j06 'WARRANTIES each warranty from Subcontractors, Suppliers, and
A Provide one original of binder with durable
Manufacturers. rin ID
B Provide Table of Contents and assemble warranties in 3- g
plastic cover. Payment.
t warranties prior to Final Application for Pay
C Submit Warranties shall commence
of Agin accordant
a nce with the requirements of Section 00700 —
reement, 1.09 "Substantially Completed".
D
►
General Condit►ons
2.0 PRODUCTS Not Used
30 EXECUTION Not Used
END OF SECTION
01770-2of2
07/2006
CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 2
TECHNICAL SPECIFICATIONS
DIVISION 2
SITE WORK
07/2006
CITY OF PEARLAND
Section 02200
SITE PREPARATION
SITE PREPARATION
1.0 GENERAL
1.01 SECTION INCLUDES
A Removal of topsoil, stripping and stockpiling, clearing and grubbing.
B Re►noval and disposal of waste materials, excess materials, debris and trash.
C Removal of obstructions.
D Excavation and fill.
E Salvaging of designated item.
F References to Technical Specifications:
1. Section 01200 — Measurement and Payment Procedures
2. Section 01350 —
3. Section 01450 4. Section 01500 —
5. Section 02255 —
6. Section 02330 —
7. Section 01140 —
Submittals
Testing Laboratory Serv►ces
Temporary Facilities and Controls
Bedding, Backfill and Embankment Material
Embankment
Contractor's Use of Premises
G Referenced Standards:
I. Amer►can Society fo► Testing and Materials (ASTM)
a. ASTM D 4318, "Standard Pest Methods for Liquid Limit, Plastic
Limit, and Plasticity Index of Soils"
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for Work performed
under this Section. Include cost in Bid Items for which this Work is a component.
B If Site Preparation is included as a Bid Item, measurement will be based on the Units
shown in Section 00300 — Bid Proposal and in accordance with Section 01200 Measurement and Payment Procedures.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
B Submit embankment material sources and product quality information in accordance
this Section.
02200 - 1 of 4
07/2006
CITY OF PEARLAND SITE PREPARATION
1.04 TESTING
A Testing and analysis of product quality, material sources, or field quality shall be
performed by an independent testing laboratory provided by the Owner under the
provisions of Section 01450 — Testing Laboratory Services and as specified in this
Section.
1.05 PROTECTION OF PEOPLE AND PROPERTY
A Contractor shall conduct all construction operations under this Contract in
conformance with the practices described in Section 01500—Temporary Facilities and
Controls.
2.0 PRODUCTS
2.01 MATERIALS
A Contractor shall provide materials used as embedment, backfill, back -dressing, and
embankment identified on the Plans in accordance with Section 02255 — Bedding
Backfill and Embankment Material.
3.0 EXECUTION
3.01 CLEARING AND GRUBBING.
A Clear Project Site of trees, shrubs, and other vegetation, except for those designated by
Owner to be left standing.
B Use only hand methods for grubbing inside drip line of trees designated to remain.
C Completely remove stumps, roots, and other debris protruding through ground surface.
1. On areas required for roadway, channel, or structural excavation, remove
stumps, 2" diametei or larger limbs and roots, to depth oft feet below lower
elevation of excavation
1. On areas required for embankment construction remove 2" diameter limbs,
stumps and roots to depth of 2 feet below ground surface
2. Trees and stumps may be cut off as close to natural ground as practicable on
areas which are to be covered by at least 3 feet of embankment
D Fill depressions caused by clearing and grubbing operations with satisfactory soil
material, unless further excavation or earthwork is indicated.
1. Place fill material in horizontal layers not exceeding 6 inches loose depth, and
thoroughly compact to density equal to adjacent original ground.
E Complete operations by bulldozing, blading, and grading so that prepared area is free
of holes unplanned ditches, abrupt changes in elevations and irregular contours, and
preserve drainage of area.
l . Blade entire area to prevent ponding of water and to provide drainage, except
m areas to be immediately excavated
07/2006 02200 - 2 of 4
CITY OF PEARLAND
3.02 TOPSOIL STRIPPING AND STOCKPILING
A Obtain approval of topsoil quality before excavating and stockpiling.
B Excavate topsoil for esplanades and areas to receive grass or landscaping from areas to
be further excavated.
SITE PREPARATION
C Topsoil Stripping:
1. Remove growths of grass from areas before stripping.
2. Topsoil is defined as surface soil found of depth of not less than 4 inches.
3. Strip topsoil to depths encountered.
4. Perform stripping in a manner to prevent intermingling of topsoil with
underlying sterile subsoil and remove objectionable materials, including clay
lumps, stones over 2 in. in diameter, weeds, roots, leaves and debris.
5. Whet e trees are designated by Owner to be left standing, stop topsoil stripping
at extreme limits of tree drip line to prevent damage to main root system.
D Topsoil Stockpiling:
1. Stockpile in areas designated on Plans.
2. Construct storage piles to freely drain surface water.
3. Cover storage piles, if required to prevent wind-blown dust.
4. Stockpile topsoil to depth not exceeding 8 feet. Stockpile in a manner to
prevent erosion.
3.03 UNSUITABLE MATERIAL
A Undercut, remove, and replace material which Engineer designates as unsuitable for
subsequent construction.
B Material used to replace unsuitable material shall be suitable material from site
excavation or as indicated on Plans.
3.04 EXCAVATION AND FILL
A Depressed site areas shall be filled using material from high areas, insofar as
practicable.
B When fill obtained from high areas is exhausted, fill to indicated rough grade
elevations under roadways with "Structural Fill" and open areas not under structures or
roadways with "General Fill' or as indicated on Plans.
C Place and compact fill in accordance with Section 02330 — Embankment.
3.05 SALVAGEABLE ITEMS AND MATERIAL
A Items designated by Engineer to be salvaged are to be carefully removed, so as to
cause no damage to the salvaged items and delivered to Owner's storage yard.
02200 - 3 of4
07/2006
CITY OF PEARLAND SITE PREPARATION
3.06 CLEAN-UP AND RESTORATION
A Perform clean-up and restoration in and around construction zone in accordance with
Section 01140 — Contractor's Use of Premises.
END OF SECTION
07/2006 02200 - 4 of 4
CITY OF PEARLAND BEDDING, BACKFILL, AND EMBANKMENT MATERIALS
Section 02255
BEDDING, BACKFILL, AND EMBANKMENT MATERIALS
1.0 GENERAL
1.01 SECTION INCLUDES
A A reference source for materials used as embedment, backfill, back -dressing, and
embankment, specified elsewhere in the Technical Specifications, and their associated
material qualification testing requirements.
B Source qualifications and handling of these materials.
C Material use and application is specified on the Plans or in individual Technical
Specifications referencing materials either by Material Classification or by Product
Description.
D References to Technical Specifications:
1. Section 03300 — Cast -in -Place Concrete
2. Section 02910 — Topsoil
3. Section 02252 — Cement Stabilized Sand
E Referenced Standards:
I . American Society for Testing and Materials (ASTM)
a. ASTM D 2487, "Standard Classification of Soils for Engineering
Purposes (Unified Soil Classification System)"
b. ASTM C 142, "Standard Test Method for Clay Lumps and Friable
Particles in Aggregates"
c. ASTM C 123, "Standard Test Method for Lightweight Particles in
Aggregate"
d. ASTM C 40, "Standard Test Method for Organic Impurities in Fine
Aggregates for Concrete'
e. ASTM C 4318, "Standard Test Methods for Liquid Limit, Plastic
Limit, and Plasticity Index of Soils"
f. ASTM D 1140, "Standard Test Methods for Amount of Material in
Soils Finer the No. 200 (70-um) Sieve"
g. ASTM C 33, "Standard Specification for Concrete Aggregates"
h. ASTM C 136, "Standard Test Method for Sieve Analysis of Fine and
Coarse Aggregates"
i. ASTM C 131, "Standard Test Methods for Resistance to Degradation
of Small -Size Coarse Aggregate by Abrasion and Impact in the Los
Angeles Machine"
02255 - 1 61.6
07/2006
CITY OF PEARLAND BEDDING, BACKFILL, AND EMBANKMENT MATERIALS
2.0 PRODUCTS
2.01 MATERIAL CLASSIFICATIONS
A Materials shall be classified for the purpose of quality control in accordance with the
Unified Soil Classification Symbols as defined in ASTM D 2487.
1. Class l: Well -graded gravels and sands, gravel -sand mixtures, crushed well -
graded rock, little or no fines (GW, SW)
a. Plasticity index: non -plastic.
b. Gradation: D60/D10 - greater than 4 percent; amount passing No. 200
sieve - less than or equal to 5 percent.
2. Class II: Poorly graded gravels and sands, silty gravels and sands, little to
moderate fines:
a. Plasticity index: non -plastic to 4.
b. Gradations:
Gradation (GP, SP): amount passing No. 200 sieve - less than 5
percent.
Gradation (GM, SM)• amount passing No. 200 sieve - between 12
percent and 50 percent.
c. Borderline gradations with dual classifications (e.g., SP-SM). amount
passing No. 200 sieve - between 5 percent and 12 percent.
3. Class III: Clayey gravels and sands, poorly graded mixtures of gravel, sand,
silt, and clay (GC, SC, and dual classifications, e.g., SP-SC):
a. Plasticity index: greater than 7.
b. Gradation: amount passing No. 200 sieve - between 12 percent and 50
percent.
4. Class IVA: Lean clays (CL).
a. Plasticity Indexes:
Plasticity index: greater than 7, and above A line.
Borderline plasticity with dual classifications (CL-ML): PI
between 4 and 7.
b. Liquid limit. less than 50.
c. Gradation: amount passing No. 200 sieve - greater than 50 percent.
d. Inorganic.
5. Class IVB: Fat clays (CH)
a. Plasticity index: above A line.
b. Liquid limit. 50 oi greater.
c. Gradation: amount passing No. 200 sieve - greater than 50 percent.
d. Inorganic.
B Use soils with dual class designation according to ASTM D 2487, and which are not
defined above, according to the more restrictive class.
2.02 PRODUCT DESCRIPTIONS
A Unsuitable Material. Unsuitable soil materials are the following:
1. Materials that are classified as ML, CL-ML, MH, PT, OH and OL according to
ASTM D 2487.
07/2006 02255 - 2 of 6
CITY OF PEARLAND BEDDING, BACKFILL, AND EMBANKMENT MATERIALS
2. Materials that cannot be compacted to the required density due to either
gradation, plasticity, of moisture content.
3. Materials that contain large clods, aggregates, stones greater than 3 inches in
any dimension, debris, vegetation, waste or any other deleterious materials.
4. Materials that are contaminated with hydrocarbons or other chemical
contaminants.
B Suitable Material. Soil materials meeting specification requirements. Unsuitable soils
meeting specification requirements for suitable soils after treatment with, for example,
lime or cement shall be considered suitable, unless otherwise indicated.
C General Fill. Material that is free of stones greater than 3 inches, free of roots, waste,
debris, trash, organic material, unstable material, non -soil matter, hydrocarbon or other
contamination, conforming to the following limits foi deleterious mates ials:
1. Clay lumps• Less than 0.5 percent for Class 1, and Tess than 2.0 percent for
Class Ii, when tested in accordance with ASTM C 142.
2. Lightweight pieces: Less than 5 percent when tested in accordance with
ASTM C 123.
3. Organic impurities: No color darker than standard color when tested in
accordance with ASTM C 40.
D Random Fill. Soils defined by ASTM D 2487 as Class 1, iI, 111, IV, or fat clay (CH),
sand gravel or a combination, from excavation or borrow, which can be compacted to
form stable embankments, and conforming to:
1. Liquid Limit: 65 maximum ASTM - D4318.
2. Plasticity Index: 0 minimum, 45 maximum, ASTM - D4318.
3. Free from trash, vegetation, organic matter, large stones, hard lumps of earth
and frozen, corrosive or perishable material.
4. Well broken up, free of clods greater than 6 inches, hard earth, rocks, and
stones greater than 2-inch dimension.
E Structural Fill. Soils defined by ASTM D 2487 as Class 1, 11,111, or IV, sand, gravel,
or a combination, from excavation or borrow, which can be compacted to form stable
embankments and fills conforming to:
1. Liquid Limit 45 maximum, ASTM D 4318.
2. Plasticity Index: 12 minimum, 20 maximum ASTM D 4318.
3. Free from trash, vegetation, organic matter, large stones hard lumps of earth
and frozen, corrosive or perishable material.
4. Well broken up, free of clods greater than 6 inches, hard earth, rocks, and
stones greater than 2-inch dimension.
F Select Fill. Class 111 clayey gravel or sand or Class IV lean clay or clayey soils treated
with lime or cement and conforming to:
1. Plasticity Index: 7 minimum, 20 maximum, ASTM D 4318.
2. Free from trash, vegetation, organic matter, large stones, hard lumps of earth
and frozen, corrosive or perishable material.
3. Well broken up, free of clods greater than 6 inches, hard earth, rocks, and
stones greater than 2-inch dimension.
02255 - 3 of 6
07/2006
CITY OF PEARLAND BEDDING, BACKFILL, AND EMBANKMENT MATERIALS
G Concrete Fill. Conform to requirements for Class B concrete as specified in Section
03300 - Cast -in -Place Concrete.
Topsoil. Conform to requirements specified in Section 02910 - Topsoil.
Bank Sand: Durable Bank Sand classified as SP, SW, or SM by the Unified Soil
Classification System (ASTM D 2487) meeting the following requirements:
1. Less than 15 percent passing the number 200 sieve when tested in accordance
with ASTM D 1140 The amount of clay lumps or balls not exceeding 2
percent.
2. Material passing the number 40 sieve shall meet the following requirements
when tested in accordance with ASTM D 4318:
a. Liquid limit: not exceeding 25 percent.
b. Plasticity index: not exceeding 7.
J Cement Stabilized Sand. Conform to requirements of Section 02252 - Cement
Stabilized Sand.
IC Concrete Sand. Natural sand, manufactured sand, or a combination of natural and
manufactured sand conforming to the requirements of ASTM C 33 and graded within
the following limits when tested in accordance with ASTM C 136:
PERCENT
PASSING
SIEVE
3/8"
100
No.
4
95
to 100
No.
8
80
to 100
No.
16
50
to 85
No.
30
25
to 60
No.
50
10
to 30
No.
100
2
to 10
L Gem Sand. Sand conforming to the requirements of ASTM C 33 for course aggregates
specified for number 8 size and graded within the following limits when tested in
accordance with ASTM C 136:
SIEVE
PERCENT
PASSING
3/8"
95
to
100
No.
4
60
to 80
No.
8
15
to 40
M Pea Gravel. Durable particles composed of small, smooth, rounded stones or pebbles
and graded within the following limits when tested in accordance with ASTM C 136:
PERCENT
PASSING
SIEVE
1/2"
100
3/8"
85
to 100
No.
4
10
to 30
07/2006 02255 - 4 of 6
CITY OF PEARLAND BEDDING, BACKFILL, AND EMBANKMENT MATERIALS
i
No. 8
No. 16
O to 10
O to 5
i
N Crushed Aggregates. Crushed aggregates consist of durable particles obtained from an
approved source and meeting the following requirements:
1. Materials of one product delivered for the same construction activity from a
single source.
2. Non -plastic fines.
3. Los Angeles Abrasion Test wear not exceeding 45 percent when tested in
accordance with ASTM C 131.
4. Crushed aggregate shall have a minimum of 90 percent of the particles retained
on the No 4 sieve with 2 or more crushed faces as determined by TxDOT Tex-
460-A Part I.
5. Crushed stone: Produced from oversize plant processed stone or gravel, sized
by crushing to predominantly angular particles from a naturally occurring
single source. Uncrushed gravel are not acceptable materials for embedment
where crushed stone is shown on the applicable utility embedment drawing
details.
6. Crushed Concrete: Crushed concrete is an acceptable substitute for crushed
stone as utility backfill. Gradation and quality control test requirements are
the same as crushed stone. Provide crushed concrete produced from normal
weight concrete of uniform quality; containing particles of aggregate and
cement material, free from other substances such as asphalt, reinforcing steel
fragments, soil, waste gypsum (calcium sulfate), or debris.
7. Gradations., as determined in accordance with TxDOT Tex-1 10-E.
PIPE
BY WEIGHT
FOR
PERCENT
PASSING
SIZES
PIPES
OF
NOMINAL
BY
RANGES
SIEVE
EMBEDMENT
>15"
15
' - 8"
<8",
1
""
95 - 100
100
-
90
100
100
3/4"
60
- 90
—
1/2"
25 - 60
-
90
—
100
3/8"
-
20
— 55
40
- 70
No.4
0-
5
0-10
0-15
No.
8
-
0-
5
0- 5
3.0 EXECUTION
3.01 SOURCE QUALIFICATIONS FOR BORROW MATERIAL
A Use of material encountered in excavations is acceptable provided applicable
requirements are satisfied If excavation material is not acceptable, provide fi om other
approved source.
B Identify off -site sources for materials at least 14 days ahead of intended use so that the
Engineer may obtain samples for verification testing.
02255 - 5 of 6
07/2006
CITY OF PEARLAND BEDDING, BACKFILL, AND EMBANKMENT MATERIALS
C Obtain approval for each material source by the Engineer before delivery is started. If
sources previously approved do not produce uniform and satisfactory products, furnish
materials from other approved sources. Materials may be subjected to inspection or
additional verification testing after delivery. Materials which do not meet the
requirements will be rejected. Do not use material which after approval, has become
unsuitable for use due to segregation, mixing with other materials, or by
contamination. Once a material is approved by the Engineer, a Change Order is
required to change to a different material.
D Bank sand, select fill, and random fill, if available in the project excavation, may be
obtained by selective excavation and acceptance testing. Obtain additional quantities
of these materials and other materials required to complete the Work from off -site
sources.
E The Owner does not represent or guarantee that any soil found in the excavation work
will be suitable and acceptable as backfill material.
3.02 MATERIAL HANDLING
A When material is obtained from either a commercial or non-commercial bot row pit,
open the pit to expose the vertical faces of the various strata for identification and
selection of approved material to be used. Excavate the selected material by vertical
cuts extending through the exposed strata to achieve uniformity in the product.
B Establish temporary stockpile locations for practical material handling and control, and
verification testing by the Engineer in advance of final placement. Obtain approval
from landowner for storage of backfill material on adjacent private property.
C When stockpiling material near the Project Site, use appropriate methods to eliminate
blowing of materials into adjacent areas and prevent runoff containing sediments from
entering the drainage system.
D Place material suitable for backfilling in stockpiles at a distance from the trench to
prevent slides or cave-ins. Do not place stockpiles of excavated materials on public
streets.
E Place stockpiles in layers to avoid segregation of processed materials. Load material
by making successive vertical cuts through entire depth of stockpile.
END OF SECTION
07/2006 02255 - 6 of 6
CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
Section 02318
EXCAVATION AND BACKFILL FOR UTILITIES
1.0 GENERAL
1.01 SECTION INCLUDES
A Excavation, trenching, foundation, embedment, and backfill for installation of utilities,
including manholes and other pipeline structures.
B References to Technical Specifications:
1. Section 01200 — Measurement and Payment Procedures
2. Section 01350 — Submittals
3. Section 01570 — Trench Safety System
4. Section 01564 — Control of Ground Water and Surface Water
5. Section 01760 — Project Record Documents
6. Section 01450 — Testing Laboratory Services
7 Section 01500 — Temporary Facilities and Controls
8 Section 02255 — Bedding, Backfill, and Embankment Materials
9 Section 02370 — Geotextile
10. Section 02220 — Site Demolition
11. Section 01140 — Contractor's Use of Premises
C Refeienced Standards:
1. American Society for Testing and Materials (ASTM)
a. ASTM D 2321, "Standard Practice for Underground Installation of
Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications'
b. ASTM D 698, "Standard Test Methods for Laboratory Compaction
Characteristics of Soil Using Standard Effort"
c. ASTM D 558, "Standard Test Methods for Moisture -Density (Unit
Weight) Relations of Soil -Cement Mixtures"
d. ASTM D 4318, "Standard Test Methods for Liquid Limit, Plastic
Limit, and Plasticity Index of Soils"
e. ASTM D 1556, "Standard Test Method for Density and Unit Weight of
Soil in Place by the Sand -Cone Method"
f. ASTM D 2922, Standard Test Method for Density of Soil and Soil -
Aggregate in Place by Nuclear Methods (Shallow Depth)"
g. ASTM D 3017, "Standard Test Method for Water Content of Soil and
Rock in Place by Nuclear Methods (Shallow Depth)"
2. Texas Department of Transportation (TxDOT)
a. Tex-101-E, Preparing Soil and Flexible Base Materials for Testing
b. Tex-110-E, Particle Size Analysis of Soils
D Definitions:
1. Excavation - Any man-made cut, cavity, trench, or depression in an earth
surface, formed by removal of material
a. Extra Hand Excavation- excavation by manual labor at locations
designated by the Engineer, which is not included in other Bid Items.
02318-1o1'12
07/2006
CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
b. Extra Machine Excavation- excavation by machine at locations
designated by the Engineer, which is not included in other Bid Items.
c. Special Excavation -excavation necessitated by obstruction of pipes,
ducts, or other structures, not shown on Plans, which interfere with
installation of utility piping by normal methods of excavation or
augering. Contractor shall be responsible for locating such
underground obstructions, sufficiently in advance oftrench excavation
or augering, to preclude damage to the obstructions
2. Pipe Foundation - suitable and stable native soils that are exposed at the trench
subgrade after excavation to depth of bottom of the bedding as shown on the
Plans, or foundation backfill material placed and compacted in over -
excavations.
3. Pipe Bedding - the portion oftrench backfill that extends vertically from top of
foundation up to a level line at bottom of pipe, and horizontally from one
trench sidewall to opposite sidewall.
4. Haunching - the material placed on either side of pipe from top of bedding up
to spring -line of pipe and horizontally from one trench sidewall to opposite
sidewall.
5. Initial Backfill - the portion of trench backfill that extends vertically from
spring -line of pipe (top of haunching) up to a level line 12 inches above top of
pipe, and horizontally from one trench sidewall to opposite sidewall.
6. Pipe Embedment - the portion of trench backfill that consists of bedding,
haunching, and initial backfill.
7 Trench Zone - the portion oftrench backfill that extends vertically from top of
pipe embedment up to pavement subgrade or up to final grade when not
beneath pavement.
8. Trench Conditions - description of the stability of trench bottom and trench
walls of pipe embedment zone. Maintain trench conditions that provide for
effective placement and compaction of embedment material directly on or
against undisturbed soils or foundation backfill, except where structural trench
support is necessary.
a. Dry Stable Trench: Stable and substantially dry trench conditions exist
in pipe embedment zone as a result of typically dry soils or achieved
by ground water control (dewatering or depressui ization) for trenches
extending below ground water level.
b. Stable Trench with Seepage: Stable trench in which ground water
seepage is controlled by excavation drainage.
1) Stable Trench with Seepage in Clayey Soils: Excavation
drainage is provided in lieu of or to supplement ground
water control systems to control seepage and provide stable
trench subgrade in predominately clayey soils prior to
bedding placement.
2) Stable Wet Trench in Sandy Soils: Excavation drainage is
provided in the embedment zone in combination with
ground water control in predominately sandy or silty soils.
c. Unstable Trench: Unstable trench conditions exist in the pipe
embedment zone if ground water inflow or high water content causes
07/2006 02318 - 2 of 12
CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
soil disturbances, such as sloughing, sliding, boiling, heaving or Toss of
density.
9. Sub -trench - a special case of benched excavation. Sub -trench excavation
below trench shields or shoring installations may be used to allow placement
and compaction of foundation or embedment materials directly against
undisturbed soils. Depth of a sub -trench depends upon trench stability and
safety as determined by the Contractor.
10. Trench Dam - a placement of low permeability material in pipe embedment
zone or foundation to prohibit ground water flow along the trench.
11. Over -Excavation and Backfill - excavation of subgrade soils with
unsatisfactory bearing capacity or composed of otherwise unsuitable materials
below top of foundation as shown on Plans, and backfilled with foundation
backfill material.
12. Foundation Backfill Materials - natural soil or manufactured aggregate of
controlled gradation, and geo-textile filter fabrics as required, to control
drainage and material separation. Foundation backfill material is placed and
compacted as backfill to provide stable support for bedding. Foundation
backfill materials may include concrete seal slabs.
13. Trench Shield (Trench Box) - a portable worker safety structure moved along
the trench as work proceeds, used as a Protective System and designed to
withstand forces imposed on it by cave-in, thereby protecting persons within
the trench. Trench shields may be stacked if so designed or placed in a series
depending on depth and length of excavation to be protected
1.02 MEASUREMENT AND PAYMENT
A Unless indicated as a Bid Item, no separate payment will be made for trench excavation,
embedment, and backfill under this Section. Include cost in Bid Items for installed
underground piping, sewer, conduit, or duct work.
B If Special Excavation is allowed, based on the Engineer's direction, and indicated in
Section 00300 — Bid Proposal as an Extra Item measurement will be on a cubic yard basis,
measured in place, without deduction for space occupied by portions of pipes, ducts, or
other structures left in place across trenches excavated under this item.
1. Payment for Special Excavation shall include:
a. Dewatering and surface water control.
b. Protection of pipes, ducts, or other structures encountered including
bracing, shoring, and sheeting necessary for support.
c. Replacement of pipes, ducts, or structures damaged by special
excavation operations, except where payment for replacement is
authorized by Engineer due to deteriorated condition of pipes, ducts, or
structure.
d. Temporary disconnecting, plugging, and reconnecting of low volume
water pipes, to allow machine excavation or augering, when approved
by Engineer. Pipe for replacement shall be new and conform to
specification requirements for type of existing pipe removed.
e. Placement of material from Special Excavation.
02318 - 3 of 12
07/2006
CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
f. Geo-textile material and concrete trench dams required to complete the
placement of material from Special Excavation.
g. Re -sodding required for surface restoration within designated limits of
Special Excavation.
h. Disposal of excess excavated material not suitable for bedding or
backfill, or not required for the Work.
2. The items listed below will not be included in payment for Special Excavation.
Include cost in Bid Items for which the Work is a component:
a. Trench safety system including sheeting and shoring.
b. Utility piping installed in trenches excavated under this item.
c. Removal and replacement of associated streets, driveways, and
sidewalks.
C If Extra Hand Excavation is allowed, based on the Engineer's direction, and indicated in
Section 00300 — Bid Proposal as an Extra Item, measurement will be on a cubic yard basis,
measured in place.
1. Payment for Extra Hand Excavation shall include:
a. Dewatering and surface water control
b. Disposal of excess excavated material not suitable for bedding or
backfill, or not required for the Work.
c. Placement of material from Extra Hand Excavation.
d. Re -sodding required for surface restoration within designated limits of
Extra Hand Excavation.
2. The items listed below will not be included in payment for Special Excavation.
Include cost in Bid Items for which the Work is a component.:
a. Trench safety system including sheeting and shoring.
b. Removal and replacement of associated streets, driveways, and
sidewalks.
D If Extra Machine Excavation is allowed, based on the Engineer's direction, and indicated in
Section 00300 — Bid Proposal as an Extra Item, measurement will be on a cubic yard basis,
measured in place.
1. Payment for Extra Machine Excavation shall include:
a. Dewatering and surface water control.
b. Disposal of excess excavated material not suitable for bedding or
backfill, or not required for the Work.
c. Placement of material from extra machine excavation.
d. Re -sodding required for surface restoration within designated limits of
Extra Machine Excavation.
2. The items listed below will not be included in payment for Special Excavation.
Include cost in Bid Items for which the Work is a component:
a. Trench safety system including sheeting and shoring.
b. Removal and replacement of associated streets, driveways, and
sidewalks.
E Refer to Section 01200 - Measurement and Payment Procedures. No payment will be made
for delays in completion of Work resulting from Extra Item Work.
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CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
B Submit a written description for information only of the planned typical method of
excavation, backfill placement and compaction, including:
1. Sequence of work and coordination of activities.
2. Selected trench widths.
3. Procedures for foundation and embedment placement, and compaction.
4. Procedure for use of trench boxes and other pre -manufactured systems while
assuring specified compaction against undisturbed soil.
5. Procedure for installation of Special Shoring at locations identified on the
Plans.
C Submit product quality, material sources, and field quality information in accordance with
this Section
D Submit field red lines documenting location of Utilities as installed, referenced to survey
Control Points, under the provisions of Section 01760 — Project Record Documents, 1.04C.
Include location of utilities and structures encountered or rerouted. Give horizontal
dimensions, elevations, inverts and gradients.
1.04 TESTING
A Testing and analysis of product quality, material sources, or field quality shall be performed
by an independent testing laboratory provided by the Owner under the provisions of
Section 01450 — Testing Laboratory Services and as specified in this Section.
1.05 PROTECTION OF PEOPLE AND PROPERTY
A Contractor shall conduct all construction operations under this Contract in conformance
with the practices described in Section 01500 — Temporary Facilities and Controls.
1.06 SPECIAL SNORING DESIGN REQUIREMENTS
A Special Shoring shall be, in accordance with Section 01570 — Trench Safety System,
designed by a Professional Engineer, licensed by the State of Texas At Contractor's
expense.
B Special Shoring shall be designed to provide support for the sides of the excavations,
including soils and hydrostatic ground water pressures as applicable, and to prevent ground
movements affecting adjacent installations or improvements such as structures, pavements
and utilities.
C Special Shoring may be a pre -manufactured system or a field fabricated system that meets
the requirements of the Work.
02318-5of12
07/2006
CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
2.0 PRODUCTS
2.01 MATERIALS
A Contractor shall provide materials used as embedment, backfill, back -dressing, and
embankment identified on the Plans in accordance with Section 02255 — Bedding, Backfill
and Embankment Material.
B Manufactured materials, such as crushed concrete, may be substituted for natural soil or
rock products where indicated in the product specification, and approved by the Engineer,
provided that the physical property criteria are determined to be satisfactory by testing.
C Geotextile (Filter Fabric): Conform to requirements of Section 02370 — Geotextile.
D Concrete for Trench Dams. Concrete backfill or 3 sack premixed (bag) concrete.
E Timber Shoring Left in Place: Untreated oak.
2.02 EQUIPMENT
A Perform excavation with track mounted excavator or other equipment suitable for achieving
the requirements of this Section.
B Use only hand -operated tamping equipment until a minimum cover of 12 inches is obtained
over pipes, conduits and ducts. Do not use heavy compacting equipment until adequate
cover is attained to prevent damage to pipes, conduits, or ducts.
C Use trench shields or other Protective Systems or Shoring Systems which are designed and
operated to achieve placement and compaction of backfill directly against undisturbed
native soil.
D Use Special Shoring systems where required which may consist of braced sheeting, braced
soldier piles and lagging, slide rail systems, or other systems meeting the Special Shoring
design requirements.
3.0 EXECUTION
3.01 PREPARATION
A Employ a Trench Safety Program as specified in Section 01570 — Trench Safety Systems.
B Install and operate necessary dewatering and surface water control measures conform to
Section 01564 — Control of Ground Water and Surface Water.
C Remove existing pavements and structures, including sidewalks and driveways, to conform
with requirements of Section 02220 — Site Demolition, as applicable.
D Area shall be cleared and grubbed under the provisions of Section 02200 — Site Preparation
prior to excavation.
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CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
E Strip and stockpile topsoil under the provisions of Section 02200 — Site Preparation
F Schedule work so that pipe embedment can be completed on the same day that acceptable
foundation has been achieved for each section of pipe installation, manhole, or other
structures.
3.02 EXCAVATION
A Except as otherwise specified or shown on the Plans, install underground utilities in open
cut trenches with vertical sides.
Perform excavation work so that pipe, conduit, and ducts can be installed to depths and
alignments shown on the Plans. Avoid disturbing surrounding ground and existing
facilities and improvements.
C Determine trench excavation widths using the following schedule as related to pipe outside
diameter (O.D.). Maximum trench width shall be the minimum trench width plus 24
inches.
PIPE
NOMINAL
SIZE,
INCHES
MINIMUM
WIDTH,
INCHES
TRENCH
Less than
18
O.D.
+
18
18
to 30
O.D.
+ 24
Greater
than
30
O.D.
+ 36
D Use sufficient trench width or benches above the embedment zone for installation of well
point headers or manifolds and pumps where depth of trench makes it uneconomical or
impractical to pump from the surface elevation. Provide sufficient space between shoring
cross braces to permit equipment operations and handling of forms, pipe, embedment and
backfill, and other materials.
E Upon discovery of unknown utilities, badly deteriorated utilities not designated for
removal, or concealed conditions, discontinue work at that location. Notify the Engineer
and obtain instructions before proceeding.
F Shoring of Trench Walls.
1. Install Special Shoring in advance of trench excavation or simultaneously with
the trench excavation, so that the soils within the full height of the trench
excavation walls will remain fully laterally supported at all tunes.
2. For all types of shoring, support trench walls in the pipe embedment zone
throughout the installation. Provide trench wall supports sufficiently tight to
prevent washing the trench wall soil out from behind the trench wall support.
3. Unless otherwise directed by the Engineer, leave sheeting driven into or below
the pipe embedment zone in place to preclude loss of support of foundation
and embedment materials. Leave rangers, waters, and braces in place as long
as required to support sheeting, which has been cut off, and the trench wall in
the vicinity of the pipe zone.
4. Employ special methods for maintaining the integrity of embedment or
foundation material. Before moving supports, place and compact embedment
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CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
to sufficient depths to provide protection of pipe and stability of trench walls.
As supports are moved, finish placing and compacting embedment.
5. If sheeting or other shoring is used below top of the pipe embedment zone, do
not disturb pipe foundation and embedment materials by subsequent removal.
Maximum thickness of removable sheeting extending into the embedment
zone 1 Inch. Fill voids left on removal of supports with compacted backfill
material.
G Use of Trench Shields. When a trench shield (trench box) is used as a worker safety
device, the following requirements apply:
1. Make trench excavations of sufficient width to allow shield to be lifted or
pulled freely, without damage to the trench sidewalls.
2. Move trench shields so that pipe, and backfill materials, after placement and
compaction are not damaged nor disturbed nor the degree of compaction
reduced.
3. When required, place, spread, and compact pipe foundation and bedding
materials beneath the shield. For backfill above bedding, move the shield as
backfill is placed and ramped in. Place and compact backfill materials against
undisturbed trench walls and foundation.
4. Maintain trench shield in position to allow sampling and testing to be
performed in a safe manner.
3.03 TRENCH FOUNDATION
A Excavate bottom of trench to uniform grade to achieve stable trench conditions and
satisfactory compaction of foundation or bedding materials.
B Place trench dams in Class I foundations in line segments longer than 100 feet between
manholes, and not less than one in every 500 feet of pipe placed. Install additional dams as
n eeded to achieve workable construction conditions. Do not place trench dams closer than
5 feet from manholes.
3.04 PIPE EMBEDMENT PLACEMENT AND COMPACTION
A Immediately prior to placement of embedment materials, the bottoms and sidewalls of
trenches shall be free of loose, sloughing, caving, or otherwise unsuitable soil.
B Place Geotext►le, if specified, to prevent particle migration from the in -situ into open -
graded (Class I) embedment materials or drainage layers.
C Place embedment including bedding, haunching and initial backfill to meet requirements
indicated on Plans. PVC & HDPE require cement stabilized sand bedding and backfill to
one foot below subgrade or below grade if under pavement, or one foot above top of pipe if
n ot under pavement.
D For pipe installation, manually spread embedment materials around the pipe to provide
u niform bearing and side support when compacted. Do not allow materials to free -fall
from heights greater than 24 inches above top of pipe. Perform placement and compaction
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CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
directly against the undisturbed soils in the trench sidewalls, or against sheeting which is to
remain in place
E Do not place trench shields or shoring within height of the embedment zone unless means
to maintain the density of compacted embedment material are used. If moveable supports
are used in embedment zone lift the supports incrementally to allow placement and
compaction of the material against undisturbed soil.
F Do not damage coatings or wrappings of pipes during backfilling and compacting
operations. When embedding coated or wrapped pipes, do not use crushed stone or other
sharp, angular aggregates.
G Place haunching material manually around the pipe and compact it to provide uniform
bearing and side support. If necessary, hold small -diameter or lightweight pipe in place
during compaction of haunch areas and placement beside the pipe with sand bags or other
suitable means
H Place electrical conduit directly on foundation without bedding.
Shovel pipe embedment material in place and compact it using pneumatic tampers in
restricted spaces, and vibratory -plate compactors or engine -powered jumping jacks in
unrestricted spaces. Compact each lift before proceeding with placement of the next lift.
1. Class I embedment materials.
a. Maximum 6-inches compacted lift thickness.
b. Systematic compaction by at least two passes of vibrating equipment.
Increase compaction effort as necessary to effectively embed the pipe
to meet the deflection test criteria.
c. Moisture content as determined by Contractor for effective compaction
without softening the soil of trench bottom, foundation or trench walls.
2. Class II embedment and cement stabilized sand.
a. Maximum 6-inches compacted thickness.
b. Compaction by methods determined by Contractor to achieve a
minimum of 95 percent of the maximum dry density as determined
according to ASTM D 698 for Class II materials and according to
ASTM D 558 for cement stabilized materials.
c. Moisture content of Class II materials within 3 percent of optimum as
determined according to ASTM D 698. Moisture content of cement
stabilized sands on the dry side of optimum as determined according to
ASTM D 558 but sufficient for effective hydration.
J Place trench dams in Class I embedments in line segments longer than 100 feet between
manholes, and not less than one in every 500 feet of pipe placed Install additional dams as
needed to achieve workable construction conditions. Do not place ti ench dams closer than
5 feet fiom manholes.
3.05 TRENCH ZONE BACKFILL PLACEMENT AND COMPACTION
A Place backfill for pipe or conduits and restore surface as soon as practicable. Leave only
the minimum length of trench open as necessary for construction.
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CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
B Where damage to completed pipe installation work is likely to result from withdrawal of
sheeting, leave the sheeting in place. Cut off sheeting 1.5 feet or more above the crown of
the pipe. Remove trench supports within 5 feet from the ground surface.
C For sewer pipes, use backfill materials described here as determined by trench limits. As
trench zone backfill in paved areas for streets and to one foot back of curbs and pavements,
use cement stabilized sand for pipe of nominal sizes less than 36 inches, or Bank Sand for
pipe of nominal sizes 36 inches and larger as indicated on the Drawings. Uniformly
backfill trenches unless specified otherwise according to the paved area criteria. Use select
backfill within one foot below pavement subgrade for rigid pavement. For asphalt
concrete, use flexible base material within one foot below pavement subgrade.
D For water lines, backfill in trench zone, including auger pits, with Bank Sand, Select Fill, or
Random Fill material as specified in this Section.
E For trench excavations under pavement, place trench zone backfill in lifts and compact by
methods indicated below. Fully compact each lift before placement of the next lift.
I. Bank Sand.
a. Maximum 9-inches compacted lift thickness.
b. Compaction by vibratory equipment to a minimum of 95 percent ofthe
maximum dry density determined according to ASTM D 698.
c. Moisture content within 3 percent ofoptimum determined according to
ASTM D 698
2. Cement Stabilized Sand.
a. Maximum lift thickness determined by Contractor to achieve uniform
placement and required compaction, but not exceeding 24 inches.
b. Compaction by vibratory equipment to a minimum of95 percent of the
maximum dry density determined according to ASTM D 558.
c. Moisture content on the dry side of optimum determined according to
ASTM D 558 but sufficient for cement hydration.
3. Select Fill.
a. Maximum 6-inches compacted thickness.
b. Compaction by equipment providing tamping or kneading impact to a
minimum of 95 percent of the maximum dry density determined
according to ASTM D 698.
c. Moisture content within 2 percent of optimum determined according to
ASTM D 698.
F For trench excavations outside pavements, a Random Fill of suitable material may be used
in the trench zone.
l . Fat clays (CH) may be used as trench zone backfill outside paved areas at the
Contractor's option. if the required density is not achieved, the Contractor at
his option and at no additional cost to the Owner, may use lime stabilization to
achieve compaction requirements or use a different suitable material.
2. Maximum 9-inch compacted lift thickness for clayey soils and maximum 12-
inch lift thickness for granular soils.
3. Compact to a minimum of 90 percent ofthe maximum dry density determined
according to ASTM D 698, or to same density as adjacent soils.
4. Moisture content as necessary to achieve density.
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CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
3.06 MANHOLES, JUNCTION BOXES AND OTHER PIPELINE STRUCTURES
A Meet the requirements of adjoining utility installations for backfill of pipeline structures, as
shown on the Plans.
3.07 FIELD QUALITY CONTROL
A Quality Control
1. The Engineer may sample and test backfill at:
a. Sources including borrow pits, production plants and Contractor's
designated off -site stockpiles.
b. On -site stockpiles.
c. Materials placed in the Work.
2. The Engineer may resample material at any stage of work or location if
changes in characteristics are apparent.
B Production Verification Testing: The Owner s testing laboratory will provide verification
testing on backfill materials, as directed by the Engineer. Samples may be taken at the
source or at the production plant, as applicable.
C Provide excavation and Trench Safety Systems at locations and to depths required for
testing and retesting during construction.
D Tests will be performed on a minimum of three different samples of each material type for
plasticity characteristics, in accordance with ASTM D 4318, and for gradation
characteristics, in accordance with Tex-i01-E and Tex-110-E. Additional classification
tests will be performed whenever there is a noticeable change in material gradation or
plasticity.
E At least three tests for moisture -density relationships will be performed initially for backfill
materials in accordance with ASTM D 698, and for cement stabilized sand in accordance
with ASTM D 558. Additional moisture -density relationship tests will be performed
whenever there is a noticeable change in material gradation or plasticity.
F In -place density tests of compacted pipe foundation, embedment and trench zone backfill
soil materials will be performed according to ASTM D 1556, or ASTM D 2922 and ASTM
D 3017, and at the following frequencies and conditions.
1. A minimum of one test for every 20 cubic yards of compacted embedment and
for every 50 cubic yards of compacted trench zone backfill material.
2. A minimum of three density tests for each full shift of Work when backfill is
placed.
3. Density tests will be distributed among the placement areas. Placement areas
are: foundation, bedding, haunching, initial backfill and trench zone.
4. The number of tests will be increased if inspection determines that soil type or
moisture content are not uniform or if compacting effort is variable and not
considered sufficient to attain uniform density, as specified.
5. Density tests may be performed at various depths below the fill surface by pit
excavation Material in previously placed lifts may therefore be subject to
acceptance/rejection.
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CITY OF PEARLAND EXCAVATION AND BACKFILL FOR UTILITIES
6. Two verification tests will be performed adjacent to in -place tests showing
density less than the acceptance criteria. Placement will be rejected unless
both verification tests show acceptable results.
7. Re -compacted placement will be retested at the same frequency as the first test
series, including verification tests.
G Recondition, re -compact, and retest at Contractor's expense if tests indicate Work does not
meet specified compaction requirements. For Cement Stabilized Sand with nonconforming
density, core and test for compressive strength at Contractor's expense.
H Acceptability of crushed rock compaction will be determined by inspection.
3.08 CLEAN-UP AND RESTORATION
A Perform clean-up and restoration in and around construction zone in accordance with
Section 01140 — Contractor's Use of Premises.
3.09 PROTECTION OF THE WORK
A Maintain excavation and embankment areas until start of subsequent work. Repair and re -
compact slides, washouts, settlements, or areas with loss of density at no cost to the Owner
B Prevent erosion at all times. Do not allow water to pond in excavations.
C Distribute construction traffic evenly over compacted areas, where practical, to aid in
obtaining uniform compaction. Protect exposed areas having high moisture content from
wheel loads that cause rutting.
END OF SECTION
07/2006 02318 - 12 of 12
CITY OF PEARLAND GRAVITY SANITARY SEWERS
Section 02530
GRAVITY SANITARY SEWERS
1.0 GENERAL
1.01 SECTION INCLUDES
A Gravity sanitary sewers and appurtenances, including cleanouts, stacks, service
connections, and reconnections.
B References to Technical Specifications:
1. Section 02415 — Augering Pipe or Casing for Sewers
2. Section 01200 — Measurement and Payment Procedures
3. Section 01350 — Submittals
4. Section 01450 — Testing Laboratory Services
5. Section 01500 — Temporary Facilities and Controls
6. Section 01570 — Trench Safety System
7. Section 02318 — Excavation and Backfill for Utilities
8 Section 01564 — Control of Ground Water andSurface Water
9 Section 02220 — Site Demolition
10. Section 01140 - Contractor's Use of Premises
C Reference Standards:
I. American Society for Testing and Materials (ASTM)
a. ASTM D 1784, "Standard Specification for Rigid Poly Vinyl Chloride
(PVC) Compounds and Chlorinated Poly Vinyl Chloride (CPVC)
Compounds'
b. ASTM F 477, "Standard Specification for Elastomeric Seals (Gaskets)
for Joining Plastic Pipe"
c. ASTM D 3034 "Standard Specification for Type PSM Poly Vinyl
Chloride (PVC) Sewer Pipe and Fittings"
d. ASTM F 679, "Standard Specification for Poly Vinyl Chloride (PVC)
Large -Diameter Plastic Gravity Sewer Pipe and Fittings"
e. ASTM F 949 "Standard Specification for Poly Vinyl Chloride (PVC)
Corrugated Sewer Pipe with a Smooth Interior and Fittings"
f. ASTM D 794 "Standard Specification for Poly Vinyl Chloride (PVC)
Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside
Diameter"
g. ASTM D 2241, "Standard Specification for Poly Vinyl Chloride (PVC)
Pressure -Rated Pipe (SDR Series)"
h. ASTM D 3212 `Standard Specification for Joints for Drain and Sewer
Plastic Pipes Using Flexible Elastomeric Seals'
i. ASTM D 3139, "Standard Specification for Joints for Plastic Pressure
Pipes Using Flexible Elastomeric Seals"
j. ASTM D 2444, "Standard Test Method for Determination for the
Impact Resistance of Thermoplastic Pipe and Fittings by Means of a
I'up (Falling Weight)"
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
k. ASTM F 714, "Standard Specification for Polyethylene (PE) Plastic
Pipe (SDR-PR) Based on Outside Diameter"
1. ASTM D 2657 "Standard Practice for Heat Fusion Joining and
Polyolefin Pipe and Fittings"
m. ASTM D 1248, "Standard Specification for Polyethylene Plastics
Extrusion Materials for Wire and Cable"
n . ASTM D 3350, "Standard Specification for Polyethylene Plastic Pipe
and Fittings Materials"
o . ASTM D 3681, "Standard Test Method for Chemical Resistance of
Fiberglass (Glass -Fiber Reinforced Thermosetting -Resin) Pipe in a
Deflected Condition"
p. ASTM D 4161 `Standard Specification for Fiberglass (Glass -Fiber -
Reinforced Thermosetting -Resin) Pipe Joints Using Flexible
Elastomeric Seals"
q. ASTM D 3262, `Standard Specification for Fiberglass (Glass -Fiber -
Reinforced Thermosetting -Resin) Sewer Pipe"
r. ASTM D 3754, "Standard Specification for Fiberglass (Glass -Fiber -
Reinforced Thermosetting -Resin) Sewer and Industrial Pressure Pipe"
s. ASTM D 618, "Standard Practice for Conditioning Plastics for
Testing"
t. ASTM C 828, "Standard Test Method for Low -Pressure Air Test of
Vitrified Clay Pipe Lines"
u . ASTM C 924, "Standard Practice for Testing Concrete Pipe Sewer
Lines by Low -Pressure Air Test Method"
v. ASTM F 1417, "Standard Test Method for Installation Acceptance of
Plastic Gravity Sewer Lines Using Low -Pressure Air"
2. American Water Works Association (AWWA)
a. AWWA C 900 Polyvinyl Chloride (PVC) Pressure Pipe, 4"— 12" for
Water Distribution
b. AWWA C 905 Polyvinyl Chloride (PVC) Water Transmission Pipe,
Nominal Diameters, 14in. Through 36 in.
3. Plastic Pipe Institute (PPI)
a. PPI TR3, `Policies and Procedures for Developing Hydrostatic Design
Basis (HDB) Pressure Design Basis (PDB), Strength Design Basis
(SDB), and Minimum Required Strength (MRS) Ratings for
Thermoplastic Piping Materials or Pipe"
4. Texas Commission on Enviiomnental Quality (TCEQ)
5. Texas Administrative Code (TAC)
1.02 MEASUREMENT AND PAYMENT
A Measurement of pipe installed at depths 8-feet and less by open cut method is on a
linear foot basis measured and complete in place. Measurement will be taken along
the center line of the pipe from center line to center line of manholes, except for pipe
in casing or augered installation.
B Payment includes sewer pipe, excavation, bedding, backfill and special backfill,
shoring, earthwork, connections to existing manholes and pipe, stacks, cleanouts,
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
accessories, inspection and testing. Depths beyond 8' will be paid by 2 vertical feet
increments.
C Refer to Section 02415 — Augering Pipe or Casing for Sewers for measurement and
payment of augered sewer pipe.
p Refer to Section 01200 — Measurement and Payment Procedures.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals.
B Submit inspection reports, testing reports, and video tape of television inspections as
directed by Engineer.
C Submit proposed methods, equipment, materials and sequence of operations for
Gravity Sanitary Sewer construction. Plan operations to minimize disruption of
utilities to occupied facilities or adjacent property.
1.04 QUALITY ASSURANCE
A Qualifications. Gravity Sanitary Sewer shall be watertight both in pipe -to -pipe joints
and in pipe -to -manhole connections. Perform testing in accordance with this Section
and Section 01450 — Testing Laboratory Services.
B Regulatory Requirements.
1. Install Gravity Sanitary Sewer to meet the minimum separation distance from
any potable water line, as scheduled below. The separation distance is defined
as the distance between the outside of the water pipe and the outside of the
sewer pipe. When possible, install new Gravity Sanitary Sewers no closer to
water lines than 9 feet in all directions. Where this separation distance cannot
be achieved, new Gravity Sanitary Sewers shall be installed as specified in this
Section.
2. Make notification to the Engineer if water lines are uncovered during Gravity
Sanitary Sewer installation where the minimum separation distance cannot be
maintained.
3. Lay Gravity Sanitary Sewers lines in straight alignment and grade.
1.05 PROTECTION OF PEOPLE AND PROPERTY
A Contractor shall conduct all construction operations under this Contract in
conformance with the practices described in Section 01500 —Tempos ary Facilities and
Controls.
1.06 PRODUCT DELIVERY, STORAGE AND HANDLING
A Inspect pipe and fittings upon arrival of materials at the Project Site.
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
B Handle and store pipe materials and fittings to protect them from damage due to
impact shock shear or free fall Do not drag pipe and fittings along the ground. Do
not roll pipe unrestrained from delivery trucks.
C Use mechanical means to move or handle pipe. Employ acceptable clamps, rope or
slings around the outside barrel of pipe and fittings. Do not use hooks bars, or other
devices in contact with the interior surface of the pipe to lift or move lined pipe
2.0 PRODUCTS
2.01 GASKET MATERIAL FOR USE IN POTENTIALLY CONTAMINATED AREAS
A Gravity Sanitary Sewer pipes to be installed in potentially contaminated areas,
especially where free product is found near the elevation of the proposed sewer, shall
have the following Gasket Material for the noted contaminants:
CONTAMINANT
GASKET MATERIAL REQUIRED
Petroleum (diesel, gasoline)
Nitrile Rubber
Other contaminants
As recommended by the pipe manufacturer
2.02 POLYVINYL CHLORIDE (PVC) PIPE
A Use PVC compounds in the manufacture of pipe that contain no ingredient in an
amount that has been demonstrated to migrate into water in quantities considered to be
toxic.
B Furnish PVC pressure pipe manufactured from Class 12454-A or Class 12454-B virgin
PVC compounds as defined in ASTM D 1784. Use compounds qualifying for a rating
of 4000 psi for water at 73.4° F per requirements of PPI TR3. Provide pipe which is
homogeneous throughout, free of voids, cracks, inclusions, and other defects uniform
as commercially practical in color, density, and other physical properties. Deliver pipe
with surfaces free from nicks and scratches with joining surfaces of spigots and joints
free from gouges and imperfections which could cause leakage.
C Gaskets:
1. Gaskets shall meet the requirements of ASTM 1477. When no contaminant is
identified, use elastomeric factory -installed gaskets to make. joints flexible and
watertight.
D Lubricant for rubber-gasketed joints: Water soluble, non -toxic, non -objectionable in
taste and odor imparted to fluid, non -supporting of bacteria growth, having no
deteriorating effect on PVC or rubber gaskets.
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CITY OF PEARLAND
GRAVITY SANITARY SEWERS
E
PVC Gravity Sanitary Sewer pipe shall be in accordance with the provisions in the
following table:
WALL
TYPE
MANUFACTURER
PRODUCT
OPTIONS
ASTM
DESICNATION
SDR (MAX.)/
STIFFNESS
(MIN.)
DIAMETER
SIZE
RANCE
Solid
J-M Pipe
Cei tain"1'eed
Can -Tex
Carlon
Diamond
Approved
D 3034
SDR 26 / PS 115
6" to 10"
Approved
D 3034
SDR 35 / PS 46
12" & 15"
Approved
F679
SDR 35 / PS 46
18" to 27"
Approved
AWWA C900
DR 18 / N/A
4" to 12"
Approved
AWWA C905
DR 18 / N/A
14" to 36"
Profile
Contech A-2000
ETl Ultra -Rib
Lamson Vylon
Only when
included in
the Bid
Schedule
F 949
N/A / 50 psi
12" to 36"
F 794
N/A / 46 psi
12" to 48"
F 794
N/A / 46 psi
21 " to 48"
F When solid wall PVC pipe 18 inches to 27 inches in diameter is required in SDR 26,
provide pipe conforming to ASTM F 679, except provide wall thickness as required
for SDR 26 and pipe strength of 115 psi.
G For Gravity Sanitary Sewers up to 12 inch diameter crossing over waterlines, or
crossing under waterlines with less than 2 feet separation, provide minimum 150 psi
pressure -rated pipe conforming to ASTM D 2241 with suitable PVC adapter
couplings.
H Joints: Spigot and integral wall section bell with solid cross section elastometric or
rubber ring gasket conforming to requirements of ASTM D 3212 and ASTM F 477, or
ASTM D 3139 and ASTM F 477 shall be provided. Gaskets shall be factory -
assembled and securely bonded in place to prevent displacement. The manufacturer
shall test a sample from each batch conforming to requirements ASTM D 2444
Fittings: Provide PVC gravity sanitary sewer bends, tee or wye fittings for new
sanitary sewer construction PVC pipe fittings shall be full-bodied, either injection
molded or factory fabricated. Saddle -type tees, wye fittings or solvent welds are not
acceptable
2.03 HIGH DENSITY POLYETHYLENE (HDPE) SOLID AND PROFILE WALL PIPE
A Provide HDPE pipe as follows and only when listed as a Bid Item:
WALL
TYPE
MANUFACTURER
PRODUCT
OPTIONS
ASTM
DESIGNATION
PIPE
STIFFNESS
(MIN)
DIAMETER
RANCE
(INCHES)
Solid
Wall
Drisco
Drisco
Quail
Poly
Plexco
1000
Pipe
Pipe
8600
Approved
F 714
115
psi
8 to
10
07/2006
02520 - 5 of 20
CITY OF PEARLAND GRAVITY SANITARY SEWERS
B Solid wall pipe shall be produced with plain end construction for heat joining (butt
fusion) conforming to ASTM D 2657. Utilize controlled temperatures and pressures
for joining to produce a fused leak -free joint.
C Pipe and Fittings: High density, high molecular weight polyethylene pipe material
meeting the requirements of Type II1, Class C Category 5 Grade P34, as defined in
ASTM D1248. Material meeting the requirements of cell classification in accordance
with ASTM D 3350 are also suitable for making pipe products under these
specifications.
D Gaskets:
1. Use gaskets meeting requirement of ASTM F 477. Use gasket molded into a
circular form or extruded to the proper section and then spliced into circular
form When no contaminant is identified, use gaskets of a properly cured,
high-grade elastomeric compound The basic polymer shall be natural rubber,
synthetic elastomer, or a blend of both.
E Lubricant. Use a lubricant for assembly of gasketed joints which has no detrimental
effect on the gasket or on the pipe, in accordance with manufacturer's
recommendations.
F Furnish pipe and fittings that are homogeneous throughout and free from visible
cracks holes, foreign inclusions, or other injurious defects. Provide pipe as uniform as
commercially practical in color, opacity, density, and other physical properties.
2.04 CENTRIFUGALLY CAST FIBERGLASS PIPE
A Manufacturers
1 Pre -approved manufacturer for centrifugally cast fiberglass pipe is Hobas Pipe
USA, Inc.
07/2006
B Materials
Resin Systems. The manufacturer shall use only polyester resin systems with
a proven history of performance in this particular application. The historical
data shall have been collected from applications of a composite material of
similar construction and composition as the proposed product.
2. Glass Reinforcements: The reinforcing glass fibers used to manufacture the
components shall be of highest quality commercial grade glass filaments with
binder and sizing compatible with impregnating resins
3. Fillers: Silica sand or other suitable materials may be used.
4. Additives: Resin additives, such as pigments dyes, and other coloring agents,
if used, shall in no way be detrimental to the performance of the product nor
shall they impair visual inspection of the finished products.
5. Rubber Gaskets: Supply from an approved gasket manufacturer in accordance
with ASTM F 477, when no contaminant is identified and suitable for the
service intended. Gaskets shall either be affixed to the pipe by means of a
suitable adhesive or shall be installed in such a manner so as to prevent the
gasket from rolling out of the pre-cut groove in the pipe or sleeve coupling.
02520 - 6 of 20
CITY OF PEARLAND GRAVITY SANITARY SEWERS
6. The internal liner resin shall be suitable for service as sewer pipe, and shall be
highly resistant to exposure to sulfuric acid as produced by biological activity
from hydrogen sulfide gases. Pipe shall meet or exceed requirements of
ASTM D 3681.
C Pipes
1. Furnish pipes in the diameters specified and within the tolerances specified
below.
2. Manufacture pipe by the centrifugal casting process to result in a dense,
nonporous, corrosion -resistant, consistent composite structure to meet the
operating conditions as shown on the Plans.
3. Do not use stiffening ribs or rings.
D Couplings: Unless otherwise specified, the pipe shall be field connected with
fiberglass sleeve couplings that utilize elastomer►c sealing gaskets as the sole means to
maintain Joint watertightness. The Joints must meet the performance requirements of
ASTM D 4161.
E Fittings: Flanges, elbows, reducers, tees, and other fittings shall be capable of
withstanding operating conditions when installed. They may be contact molded or
manufactured from mitered sections of pipe Joined by glass fiber reinforced overlays.
F Manhole Connections: Provide a water stop flange (wall pipe) for connection to a
cast -in -place manhole base or other structure.
G Grout Ports: Provide grout ports in the wall of pipe when required. Provide plugs of
316 stainless steel or other corrosion -resistant material compatible with the pipe
Grout port plugs shall be designed and installed to meet the test pressure of the pipe.
H Dimensions
1. Diameters: The actual outside diameter of the pipes shall be in accordance
with Table 3 of ASTM D 3262 for Gravity Sanitary Sewers, or ASTM D 3754
for force mains.
2. Lengths: The pipe standard length will be approximately 20 feet. A maximum
of 10 percent of the lengths, excluding special order pipes, may be supplied in
random lengths.
3. Wall Thickness: The minimum ave►age wall thickness shall be the stated
design thickness. The minimum single point thickness shall not be less than
90 percent of the stated design thickness.
4. End Squareness: Pipe ends shall be square to the pipe axis.
5. Tolerance of Fittings: The tolerance of the angle of an elbow and the angle
between the main and leg of a wye or tee shall be plus or minus 2 degrees.
The tolerance on the laying length of a fitting shall be plus or minus 2 inches.
Stiffness Classes
1 Stiffness class of FRP pipe shall satisfy design requirements, but shall not be
less than 46 psi, when used in direct bury operation; 36 psi, when installed
within a primary tunnel liner.
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
2. Stiffness class of FRP in a pipe jacking operation shall be governed either by
the ring deflection limitations or by a pipe design providing longitudinal
strength required by the jacking method and shall satisfy design requirements
stated below. Submit design calculations as required in Paragraph 1.05,
Submittals.
a. Pipe stress calculations based on jacking loads shall be provided by the
pipe supplier
b. Ring deflection calculations shall conform to design requirements of
30 TAC Chapter 317.20 pertaining to flexible pipe used in Gravity
Sanitary Sewers. The pipe deflection calculations shall ensure that
predicted deflection will be less than 5 percent under long-term loading
conditions (soil prism load) for the highest density of soil overburden
and surcharge loads. Deflection on calculations shall be prepared
using long-term (drained) values for soil parameters contained in the
geotechnical investigation report for the Project, or other site -specific
data obtained by the Contractor as approved by the Engineer.
J Testing
1. Pipes shall be tested in accordance with ASTM D 3262 or ASTM D 3754, as
applicable, except that the factory hydrostatic pressure testing is not required.
2. Joints: Coupling joints shall be qualified per the tests of Section 7 of ASTM D
4161.
K Packaging, Handling, and Shipping
1. Packing, handling, and shipping should be done in accordance with the
manufacturer's recommendations.
L Installation
1. Ilnstall pipe and fittings in accordance with requirements of this Section.
2. The manufacturer must supply a suitable qualified field service representative
to be present periodically during the installation of pipe.
3. Pipe Bedding. Conform to requirements of Section 02318 — Excavation and
Backfill for Utilities.
4. Pipe Handling: Use textile slings.
5. Jointing
a. Clean ends of pipe and coupling components.
b. Check pipe ends and couplings for damage. Correct any damage
found.
c. Coupling grooves must be completely free of dirt
d. Apply joint lubricant to pipe ends and rubber seals of coupling. Use
only lubricants approved by the pipe manufacturer.
e. Use suitable auxiliary equipment, such as a wire rope puller, to pull
joints together.
f. Do not exceed forces recommended by the manufacturer for coupling
pipe. If excessive force is required, r emove coupling determine source
of problem, and correct it.
g. In the process of jointing the pipe, do not allow the deflection angle to
exceed the deflection permitted by the manufacturer.
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
6. If pressure grouting of the pipe is conducted as part of a pipe -jacked tunnel
installation, seal the grout holes with liner resin to a thickness equal to the pipe
liner thickness, or with a threaded plug for that purpose.
7. Tests: Conform to requirements of this Section
2.05 INSPECTIONS
A The Engineer reserves the right to inspect pipes or witness pipe manufacturing. Such
inspection shall in no way relieve the manufacturer of the responsibilities to provide
products that comply with the applicable standards and these Specifications.
B Manufacturer's Notification to Customer. Should the Engineer wish to witness the
manufacture of specific pipes, the manufacturer shall provide the Engineer with
adequate advance notice of when and where the production of those specific pipes will
take place.
C Failure to inspect. Approval of the products or tests is not implied by the Engineer's
decision not to inspect the manufacturing, testing, or finished pipes.
2.06 TEST METHODS
A Conditioning. Conditioning of samples prior to and during tests are subject to
approval by the Engineer. When referee tests are required, condition the specimens in
accordance with Procedure A in ASTM D 618 at 73.4 degrees F plus or minus 3.6
degrees F (23 degrees C plus or minus 2 degrees C) and 50 percent relative humidity
plus or minus 5 percent relative humidity for not less than 40 hours prior to test.
Conduct tests under the same conditions of temperature and humidity unless otherwise
specified.
B Flattening. Flatten three specimens of pipe, prepared in accordance with Paragraph
2 05A, in a suitable press until the internal diameter has been reduced to 40 percent of
the original inside diameter of the pipe. The rate of loading shall be uniform and at 2-
inches per minute. The test specimens, when examined under normal light and with
the unaided eye, shall show no evidence of splitting, cracking, breaking or separation
of the pipe walls or bracing profiles.
C Joint Tightness. Test for joint tightness in accordance with ASTM D 3212, except
replace the shear load transfer bars and supports with 6 inch wide support blocks that
can be either flat or contoured to conform to the pipe's outer contour.
D Purpose of Tests. The flattening and the joint tightness tests are not intended to be
routine quality control tests, but rather to qualify pipe to a specified level of
performance.
2.07 MARKING
A Mark each standard and random length of pipe in compliance with these Specifications
with the following information:
1. Pipe size
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
2. Pipe class
3. Production code
4. Material designation
3.0 EXECUTION
3.01 PREPARATION
A Employ a Trench Safety Plan as specified in Section 01570—Trench Safety Systems.
B Install and operate dewatering and surface water control measures in accordance with
Section 01564 - Control of Ground Water and Surface Water.
C Remove existing pavements and structures, including sidewalks and driveways, in
conformance with requirements of Section 02220 — Site Demolition, as applicable.
3.02 DIVERSION PUMPING
A Install and operate required bulkheads plugs, piping, and diversion pumping
equipment to maintain sewage flow and to prevent backup or overflow. Obtain
approval for diversion pumping equipment and procedures from the Engineer.
B Design piping, Joints and accessories to withstand twice the maximum system pressure
or 50 psi, whichever is greater.
C No sewage shall be diverted into any area outside of the sanitary sewer.
D In the event of accidental spill or overflow, immediately stop the overflow and take
action to clean up and disinfect spillage. Promptly notify the Engineer so that required
reporting can be made to the TCEQ and the Environmental Protection Agency by the
Engineer.
3.03 INSPECTION AND TESTING
A Acceptance testing of sanitary sewers including:
1. Visual inspection of sewer pipes
2. Mandrel testing for flexible sewer pipes.
3. Leakage testing of sewer pipes.
4. Leakage testing of manholes.
B Performance Requirements:
1. Gravity sanitary sewers are required to have a straight alignment and uniform
grade between manholes.
2. Flexible pipe, including "semi -rigid" pipe, is required to show no more than 5
percent deflection. Test pipe no sooner than 30 days after backfilling ofa line
segment but prior to final acceptance using a standard mandrel to verify that
installed pipe is within specified deflection tolerances.
3. Maximum allowable leakage for Infiltration or Exfiltration
a. The total exfiltration, as determined by a hydrostatic head test, shall
not exceed 50 gallons per inch diameter per mile of pipe per 24 hours
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
at a minimum test head of 2 feet above the crown of the pipe at the
upstream manhole or 2 feet above the groundwater elevation,
whichever is greater.
b. When pipes are installed more than 2 feet below the groundwater level,
an infiltration test shall be used in lieu of the exfiltration test. The total
infiltration shall not exceed 50 gallons per inch diameter per mile of
pipe per 24 hours. Groundwater elevation must be at least 2 feet above
the crown of the pipe at the upstream manhole.
c. Refer to Table 2530-1, Water Test Allowable Leakage, at the end of
the Section, for measuring leakage in sewers. Perform leakage testing
to verify that leakage criteria are met
4. Perform air testing in accordance with requirements of this Section and the
Texas Natural Resources Conservation Commission requirements. Refer to
Table 02530-2, Time Allowed For Pressure Loss From 3.5 psig to 2.5 psig,
Table 02530-3, Minimum Testing Times for Low Pressure Air Test, and Table
02530-4, Vacuum Test Time Table, at the end of this Section.
C Gravity Sanitary Sewer Quality Assurance:
1. Repair, correct, and retest manholes or sections of pipe which fail to meet
specified requirements when tested.
2. Provide testing reports and video tape of television inspection as directed by
Engineer.
3. Upon completion of tape reviews by Engineer, Contractor will be notified
regarding final acceptance of the sewer segment.
D Sequencing and Scheduling:
1. Perform testing as work progresses. Schedule testing so that no more than
1000 linear feet of installed sewer remains untested at any one time.
2. Coordinate testing schedules with Engineer Perform testing under
observation of Engineer.
E Deflection Mandrel:
1. Mandrel Sizing. The rigid mandrel shall have an outside diameter (O.D.)
equal to 95 percent of the inside diameter (1.D.) of the pipe. The inside
diameter of the pipe for the purpose ofdetermining the outside diameter of the
mandrel, shall be the average outside diameter minus two minimum wall
thicknesses for O.D. controlled pipe and the average inside diameter for I.D
controlled pipe, dimensions shall be per appropriate standard. Statistical or
other "tolerance packages" shall not be considered in mandrel sizing.
2. Mandrel Design. The rigid mandrel shall be constructed of a metal or a rigid
plastic material that can withstand 200 psi without being deformed. The
mandrel shall have nine or more "runners" or "legs" as long as the total number
of legs is an odd number. The barrel section of the mandrel shall have a length
of at least 75 percent of the inside diameter of the pipe. The rigid mandrel
shall not have adjustable or collapsible legs which would allow a reduction in
mandrel diameter during testing A proving r ing shall be provided and used
for modifying each size mandrel.
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
3. Proving Ring. Furnish a "proving ring" with each mandrel. Fabricate the ring
of 1/2 inch thick, 3-inch-wide bar steel to a diameter 0.02 inches larger than
approved mandrel diameter.
4. Mandrel Dimensions (5 percent allowance). Average inside diameter and
minimum mandrel diameter are specified in Table 02530-5, Pipe vs. Mandrel
Diameter, at the end ofthis Section. Mandrels for higher strength, thicker wall
pipe or other pipe not listed in the table may be used when approved by the
Engineer
F Exfiltration Test:
1. Water Meter: Obtain a transient water meter from the City for use when water
for testing will be taken from the City system. Conform to City requirements
for water meter use.
2. Test Equipment
a. Pipe plugs.
b. Pipe risers where the manhole cone is less than 2 feet above highest
point in pipe or service lead.
G Infiltration Test:
1. Test Equipment:
a. Calibrated 90 degree V-notch weir.
b. Pipe plugs.
H Low Pressure Air Test:
1. Minimum Requirement for Equipment:
a. Control panel.
b. Low-pressure air supply connected to control panel.
c. Pneumatic plugs: Acceptable size for diameter of pipe to be tested;
capable of withstanding internal test pressure without leaking or
requiring external bracing.
d. Air hoses from control panel to:
1) Air supply.
2) Pneumatic plugs.
3) Sealed line for pressuring.
4) Sealed line for monitoring internal pressure.
2. Testing Pneumatic Plugs: Place a pneumatic plug in each end of a length of
pipe on the ground. Pressurize plugs to 25 psig then pressurize sealed pipe to
5 psig. Plugs are acceptable if they remain in place against the test pressure
without external aids.
Ground Water Determination:
1. Equipment: Pipe probe or small diameter casing for ground water elevation
determination.
J Visual Inspection:
1. Check pipe alignment visually by flashing a light between structures. Verify if
alignment is true and no pipes are misplaced. In case of misalignment or
damaged pipe, remove and re -lay or replace pipe segment.
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
K Mandrel Testing:
1 Perform deflection testing on flexible and semi -rigid pipe to confirm pipe has
no more than 5 percent deflection. Mandrel testing shall conform to ASTM D
3034. Pei form testing no sooner than 30 days after backfilling of line segment,
but prior to final acceptance testing of the line segment.
2. Pull the approved mandrel by hand through sewer sections. Replace any
section of sewer not passing the mandrel. Mandrel testing is not required for
stubs.
3. Retest repaired or replaced sewer sections.
L Leakage Testing:
1. Test Options:
a. Test Gravity Sanitary Sewer pipes for leakage by either exfiltration or
infiltration methods, as appropriate, or with low pressure ail testing.
b. Test new or rehabilitated sanitary sewer manholes with water or low
pressure air. Manholes tested with low pressure air shall undergo a
physical inspection prior to testing.
c. Leakage testing shall be performed after backfilling of a line segment,
and prior to tie-in of service connections.
d. If no installed piezometer is within 500 feet of the sewer segment,
Contractor shall provide a temporary piezometer for this purpose.
2. Compensating for Ground Water Pressure:
a. Where ground water exists, install a pipe nipple at the same time sewer
line is placed Use a 1/2-inch capped pipe nipple approximately 10
inches long. Make the installation through manhole wall on top of the
sewer line where line enters manhole.
b. Immediately before performing line acceptance test, remove cap, clear
pipe nipple with air pressure, and connect a clear plastic tube to nipple.
Support tube vertically and allow water to rise in the tube. After water
stops rising, measure height in feet of water over invert of the pipe.
Divide this height by 2.3 feet/psi to determine the ground water
pressure to be used in line testing.
3. Exfiltration test:
a. Determine ground water elevation.
b. Plug sewer in downstream manhole.
c. Plug incoming pipes in upstream manhole.
d. Install riser pipe in outgoing pipe of upstream manhole if highest point
in service lead (house service) is less than 2 feet below bottom of
manhole cone.
e. Fill sewer pipe and manhole or pipe riser, if used, with water to a point
2-1/2 feet above highest point in sewer pipe, house lead, or ground
water table, whichever is highest.
f. Allow water to stabilize for one to two hours. Take water level reading
to determine drop of water surface, in inches, over a one -hour period,
and calculate water loss (1 inch of water in 4 feet diameter manhole
equals 8.22 gallons) or measure the quantity of water required to keep
water at same level. Loss shall not exceed that calculated from
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
allowable leakage according to Table 02530-1 at the end of this
Section.
4. Infiltration test: Ground water elevation must be not less than 2.0 feet above
highest point of sewer pipe or service lead (house service)
a. Determine ground water elevation
b. Plug incoming pipes in upstream manhole.
c. Insert calibrated 90 degree V-notch weir in pipe on downstream
manhole.
d. Allow water to rise and flow over weir until it stabilizes.
e. Take five readings of accumulated volume over a period of 2 hours and
use average for infiltration. The average must not exceed that
calculated for 2 hours from allowable leakage according to the Table
02530-1 at the end of this Section.
5. Low Air Pressure Test: When using this test conform to ASTM C 828 ASTM
C 924, or ASTM F 1417, as applicable, with holding time not less than that
listed in Table 02530-2.
a. Air testing for sections of pipe shall be limited to lines less than 36-
inch average inside diameter
b. Lines 36-inch average inside diameter and larger shall be tested at each
joint. The minimum time allowable for the pressure to drop from 3.5
pounds per square inch gauge to 2.5 pounds per square inch during a
joint test shall be 10 seconds, regardless of pipe size.
c. For pipe sections less than 36-inch average inside diameter:
1) Determine ground water level.
2) Plug both ends of pipe. For concrete pipe, flood pipe and
allow 2 hours to saturate concrete. Then drain and plug
concrete pipe.
3) After a manhole -to -manhole section of sanitary sewer main
has been sliplined and prior to any service lines being
connected to new liner, plug liner at each manhole with
pneumatic plugs.
4) Pressurize pipe to 4.0 psig. Increase pressure 1.0 psi for
each 2.3 feet of ground water over highest point in system.
Allow pressure to stabilize for 2 to 4 minutes. Adjust
pressure to start at 3.5 psig (plus adjustment for ground
water table). Refer to Table 02530-2 at the end of this
Section.
5) To determine air loss, measure the time interval for
pressure to drop to 2.5 psig. The time must exceed that
listed in the Table 02530-2 at the end of this Section for
pipe diameter and length. For sliplining, use diameter of
carrier pipe.
6. Retest Any section ofpipe which fails to meet requirements shall be repaired
and retested.
M Test Criteria Tables
1. Exfiltration and Infiltration Water Tests: Refer to Table 02530-1, Water Test
Allowable Leakage, at the end of this Section.
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
2. Low Pressure Air Test:
a. Times in Table 02530-2 Time Allowed For Pressure Loss From
3.5 psig to 2.5 psig, at the end of this Section, are based on the
equation from TCEQ Design Criteria for Sewerage Systems.
317.2(a)(4)(B).
T = 0.0850(D)(K)/(Q)
Where:
T = Time for pressure to drop 1.0 pounds per square
inch gauge in seconds
K = 0.000419 DL, but not less than 1.0
D
L
Q
RE
Average inside diameter in inches
Length of line of same pipe size in feet
Rate of loss, 0.0015 ft3/min./sq. ft. internal surface
b. Since a K value of less than 1 0 shall not be used, there are
minimum testing times for each pipe diameter as given in Table
02732-3, Minimum Testing Times for Low Pressure Air Test.
Notes: 1. When two sizes of pipe are involved, the time shall
be computed by the ratio of lengths involved.
2. Line with a 27-inch average inside diameter and
larger may be air tested at each joint.
3. Lines with an average inside diameter greater than
36 inches must be air tested for leakage at each joint
4. If the joint test is used, a visual inspection of the
joint shall be performed immediately after testing.
5. For joint test, the pipe is to be pressurized to 3.5 psi
greater than the pressure exerted by groundwater
above the pipe. Once the pressure has stabilized,
the minimum times allowable for the pressure to
drop from 3.5 pounds per square inch gauge to 2.5
pounds per square inch gauge shall be 10 seconds.
N Leakage Testing for Manholes
1. After completion of manhole construction, wall sealing, or rehabilitation, but
prior to backfilling, test manholes for water tightness using hydrostatic or
vacuum testing procedures.
2. Plug influent and effluent lines, including service lines, with suitably -sized
pneumatic o1 mechanical plugs. Ensure plugs are properly rated for pressures
required for test follow manufacturer's safety and installation
recommendations. Place plugs a minimum of 6 inches outside of manhole
walls. Brace inverts to prevent lines from being dislodged if lines entering
manhole have not been backfilled.
3. Vacuum testing:
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CITY OF PEARLAND GRAVITY SANITARY SEWERS
a. Install vacuum tester head assembly at top access point of manhole
and adjust for proper seal on straight top section of manhole
structure. Following manufacturer s instructions and safety
precautions, inflate sealing element to the recommended maximum
inflation pressure; do not over -inflate
b. Evacuate manhole with vacuum pump to 10 inches mercury (Hg),
disconnect pump, and monitor vacuum for the time period
specified in Table 02530-4, Vacuum Test Time Table.
c. If the drop in vacuum exceeds 1 inch Hg over the specified time
period tabulated above, locate leaks, complete repairs necessary to
seal manhole and repeat test procedure until satisfactory results are
obtained
4. Hydrostatic exfiltration testing shall be performed as follows:
a Seal wastewater lines corning into the manhole with an internal
pipe plug. Then fill the manhole with water and maintain it full for
at least one hour
b. The maximum leakage for hydrostatic testing shall be 0.025
gallons per foot diameter per foot of manhole depth per hour.
c. If water loss exceeds amount tabulated above, locate leaks, complete
repairs necessary to seal manhole and repeat test procedure until
satisfactory results are obtained.
3.04 BACKFILL
A Backfill and compact soil in accordance with Section 02318 — Excavation and Backfill
for Utilities.
B Backfill the trench in specified lifts only after pipe installation is approved by the
Engineer.
3.05 CLEAN UP AND RESTORATION
A Perform clean up and restoration in and around construction zone in accordance with
Section 01 140 - Contractor's Use of Premises
3.06 PROTECTION OF THE WORK
A Maintain gravity sanitary sewer installations in good condition until completion of the
work
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CITY OF PEARLAND
GRAVITY SANITARY SEWERS
Table 02530-1
WATER TEST ALLOWABLE LEAKAGE
RISER
DIAMETER
IN
INCHES
OR
STACK
OF
VOLUME
PER
INCH
OF
DEPTH
ALLOWANCE
LEAKAGE*
INCH
GALLONS
PIPE
INCHES
SIZE
IN
GALLONS/MINUTE
PER
100
FT.
1
0.7854
.0034
6
0.0039
2
3.1416
.0136
8
0.0053
2.5
4.9087
.0212
10
0.0066
3
7.0686
.0306
12
0.0079
4
12.5664
.0306
15
0.0099
5
19.6350
.0544
18
0.0118
6
28.2743
.1224
21
0.0138
8
50.2655
.2176
24
0.0518
27
0.0177
30
0.0197
36
0.0237
42
0.0276
For
value
other
for
diameters,
1"
diameter
multiply
square
of diameters
by
Equivalent
inside
diameter
to
50
gallons
per
per inch
per 24
hours
mile
* Allowable leakage rate shall be reduced to 10 gallons per inch of inside diameter per mile per
24 hours, when sewer is identified as located .within the 25-year flood plain.
07/2006
02520 - 17 of 20
CITY OF PEARLAND
GRAVITY SANITARY SEWERS
Table 02530-2
ACCEPTANCE TESTING FOR SANITARY SEWERS
TIME
PRESSURE
FROM
3.5 PSIG
2.5 PSIG
TO
LOSS
FOR
ALLOWED
Pipe
Diam
(in)
Min.
'rime
(min:sec)
Length
for Min.
'time
(ft)(sec)
Time
for
Longer
Specification
for Length (L) shown (minsec)
Tune
Length
100 ft
150 ft
20011
250 ft
300 ft
350 ft
400 ft
450 ft500
ft
550 1't
600 ft
6
5:40
398
0.8548
5:40
5:40
5:40
5:40
5:40
5:40
5:42
6:25
7:07
7:50
8:33
8
7:33
298
1.5196
7:33
7:33
7:33
7:33
7:36
8:52
10:08
11:24
12:40
13:36
15:12
10
9:27
239
2.3743
9:27
9:27
9:27
9:54
11:52
13:51
15:50
17:48
19:47
21:46
23:45
12
11:20
199
3.4190
11:20
11:20
11:20
14:15
17:06
19:57
22:48
25:39
28:30
31:20
34:11
15
14:1(1
159
5.3423
14:10
14:10
17:48
22:16
26:43
31:10
35:37
40:04
44:31
48:58
53:25
18
17:00
133
7.6928
17:00
19:14
25:39
32:03
38:28
44:52
51:17
57:42
64:06
70:31
76:56
21
19:50
114
10.4708
19:50
26:11
34:54
43:38
52:21
61:05
69:48
78:32
87:15
95:59
104:42
24
22:40
99
13.6762
22:48
34:11
45:35
56:59
68:23
79:47
91:10
102:34
113:58
125:22
136:46
27
25:30
88
17.3089
28:51
43:16
57:42
72:07
86:33
100:58
115:24
129:49
144:14
158:40
173:05
30
2820
80
21.3690
35:37
53:37
71:14
89:02
106:51
124:39
142:28
160:16
178:05
195:53
213:41
33
31:10
72
25.8565
43:06
64:38
86:1 1
107:44
129:17
150:50
172:23
193:55
21 5:28
237.01
258:34
Table 02530-3
MINIMUM TESTING TIMES FOR LOW PRESSURE AIR TEST
PIPE
DIAMETER
(INCHES)
MINIMUM
TIME
(SECONDS)
LENGTH FOR
MINIMUM TIME
(FEET)
TIME FOR
LONGER LENGTH
(SECONDS)
6
8
10
12
15
18
21
24
27
30
33
340
454
567
680
850
1020
1190
1360
1530
1700
1870
398
298
239
199
159
133
114
100
88
80
72
0.855 (L)
1.520 (L)
2 374 (L)
3419(L)
5 342 (L)
7 693 (L)
10.471 (L)
13.676 (L)
17.309 (L)
21.369 (L)
25.856 (L)
07/2006
02520 - 18 of 20
CITY OF PEARLAND
GRAVITY SANITARY SEWERS
Table 02530-4
VACUUM TEST TIME TABLE
DEPTH
IN
SECONDS
BY
PIPE
DIAMETER
TIME
IN
FEET
48"
60"
72"
4
10
13
16
8
20
26
32
12
30
39
48
16
40
52
64
20
50
65
80
24
60
78
96
*
5.0
6.5
8.0
*Add T times for each additional 2-foot depth.
(The values listed above have been extrapolated from ASTM C 924-85)
•
07/2006
02520 - 19 o1'20
CITY OF PEARLAND GRAVITY SANITARY SEWERS
Table 02530-5
PIPE VS. MANDREL DIAMETER
MATERIAL AND
WALL CONSTRUCTION
NOMINAL
SIZE
(INCITES)
AVERAGE
I D.
(INCHES)
MINIMUM MANDREL
DIAMETER (INCHES)
PVC -Solid (SDR 26)
6
8
10
5.764
7.715
9.646
5 476
7 379
9162
PVC -Solid (SDR 35)
12
11.737
11.150
15
14.374
13.655
18
17.629
16.748
21
20.783
19.744
24
23.381
22.120
27
26.351
25.033
PVC -Truss
8
7.750
7.363
10
9.750
9.263
12
11.790
11.201
15
14.770
14.032
PVC -Profile (ASTM F 794)
12
11.740
11.153
15
14.370
I3.(52
18
17.650
16.768
21
20.750
19.713
24
23.500
22.325
27
26.500
25.175
30
29.500
28.025
36
35.500
33.725
42
41.500
39.425
48
47.500
45.125
HDPE-Profile
18
18.000
17.100
21
21.000
19.950
24
24.000
22.800
27
27.000
25.650
30
30.000
28.500
36
36.000
34.200
42
42.000
39.900
48
48.000
45.600
54
54.000
51.300
60
60.000
57.000
Fiberglass -Centrifugally Cast
(Class SN 46)
12
12.85
11.822
18
18.66
17.727
20
20.68
19.646
24
24.72
23.484
30
30.68
29.14(
36
36.74
34.)03
42
42.70
40.565
48
48.76
46.322
54
54.82
52.079
60
60.38
57.361
END OF SECTION
07/2006
02520 - 20 of 20
CITY OF PEARLAND P VC PIPE
Section 02534
PVC PIPE
1.0 GENERAL
1.01 SECTION INCLUDES
A Polyvinyl chloride pressure pipe for water distribution in nominal diameters 4 inches
through 16 inches.
B Polyvinyl chloride sewer pipe for gravity sanitary sewers in nominal diameters 4
inches through 48 inches.
C Polyvinyl chloride pressure pipe for gravity sanitary sewers and force mains in
nominal diameters 4 inches through 36 inches.
D References to Technical Specifications:
1. Section 01350 — Submittals
2. Section 02634 — Ductile Iron Pipe and Fittings
3. Section 02533 — Sanitary Sewage Force Mains
4. Section 02512 — Polyethylene Wrap
5 Section 02510 — Water Mains
6. Section 02530 — Gravity Sanitary Sewers
7. Section 02731 — Sanitary Sewage Force Mains
8. Section 02630 — Storm Sewers
9. Section 02318 — Excavation and Backfill for Utilities
E Referenced Standards:
1. American Water Works Association (AWWA)
a. AWWA C900 Polyvinyl Chloride (PVC) Pressure Pipe, 4" — 12" for
Water Distribution
b. AWWA C905 Polyvinyl Chloride (PVC) Water Transmission Pipe,
Nominal Diameters, 14in. Through 36 in.
c. AWWA C1 10 Ductile -Iron and Gray Iron Fittings for Water
2. American Society for Testing and Materials (ASTM)
a. ASTM D 1784, "Standard Specification for Rigid Poly Vinyl Chloride
(PVC) Compounds and Chlorinated Poly Vinyl Chloride (CPVC)
Compounds'
b. ASTM F 477 "Standard Specification for Elastomeric Seals (Gaskets)
for Joining Plastic Pipe"
c. ASTM D 3139, Standard Specification for Joints for Plastic Pressure
Pipes Using Flexible Elastomeric Seals"
d. ASTM D 3034, ` Standard Specification for Type PSM Poly Vinyl
Chloride (PVC) Sewer Pipe and Fittings"
e. ASTM F 949, "Standard Specification for Poly Vinyl Chloride (PVC)
Corrugated Sewer Pipe with a Smooth Interior and Fittings"
07/2006
02534 - 1 of 6
CITY OF PEARLAND
PVC PIP,
l Chloride
f. ASTM D 794 "Standard SpecificationrPoly Based onyControlted(Ins de
PV
Profile Gravity Sewer Pipe and Fittings
Diameter"
g.
ASTM F 679, "Standard Specification for Poly Vinyl Chloride (P C)
Large -Diameter Plastic Gravity Sewer Pipe and Fittings'
h. ASTM D 2241, "Standard Specification for Poly Vinyl Chloride (P' V C)
Pressure -Rated Pipe (SDR Series)"
i ASTM D 3212, `Standard Specification for Joints for Drain and S. ewer
Plastic Pipes Using Flexible Elastomeric Seals
i. ASTM D 2444, ` Standard Test Method for Determination for the
Impact Resistance of Thermoplastic Pipe and Fittings by Means of a
Tup (Falling Weight)"
k. ASTM D 1248, ` Standard Specification for Polyethylene Plastics
Extrusion Materials for Wire and Cable"
1. ASTM D 2321, "Standard Practice for Underground Installation of
Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications"
./3 American National Standards Institute (ANSI) ater
a. ANSI A21 10 Cast Irpa ked puctile Iron Fittings, 2 t Joints Cast and Ductilellru ongPress✓P Pipe
b. ANSI A21.11 Rubber
1.02 MEASUREMENT AND PAYMENT
pipe er
A Unless indicated as a Bid Item, no separate for Water Mait ms! Gravity Sanbe made for itary Sewer, and
VC
this Section. Include cost in Bid Items
Sanitary Sewage Force Mains.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350
Submittals. .
B Submit Shop Drawings showing design of new pipe and fitti agne Spec icatt g a ignment
and grade, laying dimensions, fabrication, fittings, flanges,
1.04 QUALITY CONTROL
A Submit manufacturer's certificaoionr As�pA C90OVC pipe
for pressure pipe appliings meet gatio seo the
nts of
this Section and AWWA C900
appropriate ASTM standard specified for gravity sewer pipe.
B Submit manufacturer's certificatthat PVC
AMWA `re C900pipe
or AWWAhydrostatically
and this
tested at the factory in accordance
Section.
material teste
C When foreign manufactured materiASTMal is requproposefor use, re nenta by certified eindependent teating
for
conformance to applicable source is not
laboratory located in United States.
reports to the Engineer for reviewn from any er Cost of testing
acceptable. Furnish copies of p
shall be borne by Contractor or Supplier.
02534-2of6
07/2006
CITY OF PEARLAND PVC PIPE
2.0 PRODUCTS
2.01 MATERIAL
A Use PVC compounds in the manufacture of pipe that contain no ingredient in an
amount that has been demonstrated to migrate into water in quantities considered to be
toxic.
B Furnish PVC pressure pipe manufactured from Class 12454-A or Class 12454-B virgin
PVC compounds as defined in ASTM D 1784. Use compounds qualifying for a rating
of 4000 psi for water at 73.4 degrees F per requirements of PPl TR3. Provide pipe
which is homogeneous throughout, free of voids, cracks, inclusions, and other defects,
uniform as commercially practical in color, density and other physical properties.
Deliver pipe with surfaces free from nicks and scratches with joining surfaces of
spigots and joints free from gouges and imperfections which could cause leakage.
C For PVC pressure pipe used for water mains, provide self -extinguishing PVC pipe that
bears Underwriters' Laboratories mark of approval and is acceptable without penalty to
Texas State Fire Insurance Committee for use in fire protection lines.
D Gaskets:
1. Gaskets shall meet the requirements of ASTM F 477. Use elastomeric factory -
installed gaskets to make joints flexible and watertight
2. Pipes to be installed in potentially contaminated areas especially where free
product is found near the elevation of the proposed sewer, shall have the
following gasket materials for the noted contaminants.
CONTAMINANT
CASKET MATERIAL REQUIRED
Petroleum (diesel, gasoline)
Nitrile Rubber
Other contaminants
As recommended by the pipe manufacturer
E Lubricant for rubber-gasketed joints: Water soluble, non -toxic, non -objectionable in
taste and odou imparted to fluid, non -supporting of bacteria growth, having no
deteriorating effect on PVC or rubber gaskets.
2.02 WATER SERVICE PIPE
A Pipe 4-inch through 12-inch: AWWAC900, Class 150, DR 18; nominal 20-foot
lengths; cast iron equivalent outside diameters.
B Pipe 16-inch: AWWA C905; Class 235; DR 18; nominal 20 foot lengths; cast iron
equivalent outside diameter.
C Joints: ASTM D 3139; push -on type joints in integual bell or separate sleeve
couplings. Do not use socket type or solvent weld type joints.
07/2006 02534 - 3 of 6
CITY OF PEARLAND
D Make curves and bends by deflecting the Joints. Do not exceed maximum deflection
recommended by the pipe manufacturer. Submit details of other methods of providing
curves and bends for review by the Engineer.
E Hydrostatic Test: AWWA C900, AWWA C905, ANSI A21.10 (AWWA C1 10); at
point of manufacture; submit manufacturer's written certification.
2.03 BENDS AND FITTINGS FOR PVC PRESSURE PIPE
A Bends and Fittings: ANSI A21.10, ductile iron; ANSI A21.11 single rubber gasket
push -on type Joint; minimum 150 psi pressure rating.
B Coatings and Linings: Conform to requirements of Section 02634— Ductile IronPipe
and Fittings.
2.04 GRAVITY SANITARY SEWER PIPE
A PVC gravity sanitary sewer pipe shall be in accordance with the provisions in the
following table:
PVC PIPE
WALL
TYPE
MANUFACTURER
PRODUCT
01'I'IONS
ASTM
DESIGNATION
SDR (MAX.) /
STIFFNESS (MIN.)
DIAMETER
SIZE RANGE
Solid
Profile
J-M Pipe
CertainTeed
Can -Tex
Carlon
Diamond
Contech A-2000
ETI Ultra -Rib
Lamson Vylon
Approved
D3034
SDR 26 / PS 115
6" tor
Approved
D3034
SDR 35/PS46
12" & 15"
Approved
Approved
Approved
Only when
included in the
Bid Schedule
F679
AWWA C900
AWWA C905
F949
F794
F794
SDR 35 / PS 46
DR 18 / N/A
DR 18 / N/A
N/A / 50 psi
N/A / 46 psi
N/A / 46 psi
18" to 27"
4'to12"
14" to 36"
12" to 36"
12" to 48"
21" to48"
B When solid wall PVC pipe 18 inches to 27 inches in diameter is required in SDR 26,
provide pipe conforming to ASTM F679, except provide wall thickness as required for
SDR 26 and pipe strength of 115 psi.
C For sewers up to 12-inch-diameter crossing over waterlines, or crossing under
waterlines with less than 2 feet separation, provide minimum 150 psi pressure -rated
pipe conforming to ASTM D 2241 with suitable PVC adapter couplings.
D Joints: Spigot and integral wall section bell with solid cross section elastometric or
rubber ring gasket conforming to requirements of ASTM D 3212 and ASTM F 477.
E ASTM D 3139 and ASTM F 477 shall be provided. Gaskets shall be factory -
assembled and securely bonded in place to prevent displacement. The manufacturer
shall test a sample from each batch conforming to requirements ASTM D 2444
02534-4of6
07/2006
CITY OF PEARLAND PVC PIPE
F
Fittings: Provide PVC gravity sewer sanitary bends, tee, or wye fittings for new
sanitary sewer construction. PVC pipe fittings shall be full-bodied, either injection
molded or factory fabricated. Saddle -type tee or wye fittings are not acceptable.
2.05 SANITARY SEWER FORCE MAIN PIPE
A Provide PVC pressure pipe conforming to the requirements for water service pipe, and
conforming to the minimum working pressure rating specified in Section 02533 —
Sanitary Sewage Force Mains.
B
Acceptable pipe joints are integral bell -and -spigot, containing a bonded -in elastomeric
sealing ring meeting the requirements of ASTM F 477. In designated areas requiring
restrained joint pipe and fittings, use EBAA Iron Series 2000PV, Uniflange Series
1350 restrainer, or equal joint restraint device conforming to UNI-B-13, for PVC pipe
12-inch diameter and less.
C Fittings: Provide ductile iron fittings as per this Section, 2.03 "Bends and Fittings for
PVC Pressure Pipe", except furnish all fittings with one of the following internal
linings:
1. Nominal 40 mils (35 mils minimum) virgin polyethylene complying with
ASTM D 1248, heat fused to the interior surface of the fitting, as manufactured
by American Cast Iron Pipe !Polybond", or U.S. Pipe ' Polyline"
2. Nominal 40 mils (35 mils minimum) polyurethane, Corro-pipe II by Madison
Chemicals, Inc
3. Nominal 40 mils (35 mils minimum) ceramic epoxy, Protecto 401 by Enduron
Protective Coatings.
D Exterior Protection: Provide polyethylene wrapping of ductile iron fittings as required
by Section 02512 — Polyethylene Wrap.
E Hydrostatic Tests: Hydrostatically test pressure rated pipe in accordance with this
Section, 2.02E.
F Manufacturers: Approved manufacturers of pressure rated, solid wall PVC pipe for
sanitary sewer force mains are:
1. J & M Manufacturing Company, Inc.
2. CertainTeed Corporation
3. Diamond Plastics Corporation
4. Carlon Company
5. North American Pipe Corporation (NAPCO)
3.0 EXECUTION
3.01 PROTECTION
A Store pipe under cover out of direct sunlight and protect from excessive heator
harmful chemicals in accordance with the manufacturer s recommendations:
07/2006 02534 - 5 of 6
CITY OF PEARLAND PVC PIPE
3.02 INSTALLATION
A Conform to requirements of Section 02510 — Water Mains, Section 02530 — Gravity
Sanitary Sewers, Section 02731 — Sanitary Sewage Force Mains, and Section 02630 —
Storm Sewers.
B Install PVC pipe in accordance with Section 02318 — Excavation and Backfill for
Utilities, ASTM D 2321, and manufacturer's recommendations.
C Water service pipe 12 inches in diameter and smaller: Installed to clear utility lines
and have minimum 4 feet of cover below lowest property line grade of street, unless
otherwise required by Plans.
D For water service, exclude use of PVC within 200 feet (along the public right-of-way)
of underground storage tanks or in undeveloped commercial acreage. Underground
storage tanks are primarily located on service stations but can exist at other
commercial establishments
E Avoid imposing strains that will overstress or buckle the pipe when lowering pipe into
trench.
F Hand shovel pipe bedding under the pipe haunches and along the sides of the pipe
barrel and compact to eliminate voids and ensure side support.
END OF SECTION
07/2006
02534 - 6 of 6
CITY OF PEARLAND CONCRETE PAVEMENT
1.0 GENERAL
1.01 SECTION INCLUDES
Section 02751
CONCRETE PAVEMENT
A Portland Cement Concrete Pavement for Concrete Streets, Driveways and Sidewalks;
Joints and Curing Materials.
B References to Technical Specifications:
1. Section 01200 — Measurement and Payment Procedures
2. Section 01350 — Submittals
3. Section 01450 — Testing Laboratory Services
C Referenced Standards*
l . American Society for Testing and Materials (ASTM)
a. ASTM C 150, "Standard Specification for Portland Cement"
b. ASTM C 94, "Standard Specification for Ready -Mixed Concrete"
c. ASTM C 33 "Standard Specification for Concrete Aggregates'
d. ASTM C 131, "Standard Test Methods for Resistance to Degradation
of Small -Size Coarse Aggregate by Abrasion and Impact in the Los
Angeles Machine"
e . ASTM C 136, "Standard Test Method for Sieve Analysis of Fine and
Coarse Aggregates"
f. ASTM C 40, "Standard Test Method for Organic Impurities in Fine
Aggregates for Concrete'
g. ASTM C 260
h. ASTM C 494, "Standard Specification for Chemical Admixtures for
Concrete"
i. ASTM A 615, "Standard Specification for Deformed and Plain
Carbon -Steel Bars for Concrete Reinforcement'
j. ASTM D 994, "Standard Specification for Preformed Expansion Joint
Filler for Concrete (Bituminous Type)'
k. ASTM D 1751, "Standard Specification for Preformed Expansion Joint
Filler for Concrete Paving and Structural Construction (Nonextruding
and Resilient Bituminous Type)
1. ASTM D 6690, `Standard Specification for Joint and Crack Sealants,
Hot -Applied, for Concrete and Asphaltic Pavements"
m. ASTM C 39, "Standard Test Method for Compressive Strength of
Concrete"
n . ASTM C 31, "Standard Practice for Making and Curing Concrete Test
Specimens in the Field"
o . ASTM C 143, "Standard Test Method for Slump of Hydraulic Cement
Concrete"
07/2006 02751 - 1 of 16
CITY OF PEARLAND
CONCRETE PAVEMENT
p. ASTM C 138, "Standard Test Method for Density (Unit Weight),Yidld,
and Air Content (Gravimetrtc) of Concrete"
q. ASTM C 231,"Standard Test Method for Air Content of Freshly Mi+ed
Concrete by the Pressure Method"
r. ASTM C 171 "Standard Specification for Sheet Materials for Curing
Concrete"
s. ASTM C 309, "Standard Specification for Liquid Membrane -Forming
Compounds for Curing Concrete"
t. ASTM C 42, "Standard Test Method for Obtaining and Testing MIS
Cores and Sawed Beams of Concrete"
2. Texas Department of Transportation (TxDOT)
a. Tex-406-A, ` Material Finer than 75-µm (No. 200) Sieve in Mineral
Aggregates (Decantation Test for Concrete Aggregates)
b. Tex-203-F, "Sand Equivalent Test"
c. Standard Specifications for Construction and Maintenanez of
Highways, Streets and Bridges 2004 Adoption
1) Item 438 "Cleaning and Sealing Joints and Cracks (Rigid
Pavements and Bridge Decks)"
1.02 MEASUREMENT AND PAYMENT
A Measurement for concrete paving is on square yard basis. Separate measurement will
be made for each different required thickness of pavement.
B Payment includes all labor and materials required for installation of concrete paving,
joints and curing material, as indicated on Plans.
C Refer to Section 01200 — Measurement and Payment Procedures.
D Refer to this Section, 3.26 "Noncomforming Pavement" for unit price adjustments for
deficient thickness.
1.03 SUBMITTALS
A Make Submittals required by this Section under the provisions of Section 01350 —
Submittals. Submittals shall conform to requirements of Section 01350 - Submittals.
B Submit proposed mix design and test data for each type and strength of concrete in
Work. Include proportions and actual compressive strength obtained from design
mixes at required test ages.
C Submit manufacturer's description and characteristics for mixing equipment, and for
traveling form paver, if proposed for use, for approval.
D Submit manufacturer's certificates giving properties of reinforcing steel. Provide
specimens for testing when required by the Engineer.
02751-2of16
07/2006
CITY OF PEARLAND CONCRETE PAVEMENT
Submit product data for joint sealing compound and proposed sealing equipment for
approval.
F Submit samples of dowel cup, metal supports, and deformed metal strip for approval.
1.04 HANDLING AND STORAGE
A Do not mix different classes of aggregate without written permission of the Engineer.
B Class of aggregate being used may be changed before or during Work with written
permission of the Engineer. New class shall comply with specifications.
C Segregated aggregate will be rejected. Before using aggregate whose particles are
separated by size, mix them uniformly to grading requirements.
D Aggregates mixed with dirt, weeds or foreign matter will be rejected.
E Do not dump or store aggregate in roadbed.
2.0 PRODUCTS
2.01 MATERIALS
A Portland Cement:
1. Sample and test cement to verify compliance with Standards of ASTM C 150,
Type 1 or Type 11I.
2. Bulk cement which meets referenced standards may be used if the method of
handling is approved by the Engineer. When using bulk cement, provide
satisfactory weighing devices.
B Water: Conform to requirements for water in ASTM C 94.
C Coarse Aggregate: Gravel or crushed stone, or combination thereof, which is clean
hard, durable conforms to requirements of ASTM C 33, and has abrasion loss not
more than 45 percent by weight when subjected to Los Angeles Abrasion Test (ASTM
C 131). No pit run giavel will be allowed.
1. Maximum percentage by weight of deleterious substances shall not exceed
following values:
PERCENT
BY
WEIGHT
ITEM
OF
TOTAL
SAMPLE
MAXIMUM
Clay
lumps
and
friable
particles.
3.0
Material
finer
than
75-pm
(No.
200)
sieve:
Concrete
subject
to abrasion.
3.0*
07/2006 02751 - 3 of 16
CITY OF PEARLAND
CONCRETE PAVEMENT
All other concrete.
Coal and lignite:
Where surface appearance of concrete is of
importance.
All other concrete.
In case of manufactured sand, if material finer than 75-µm (No. 200)
sieve consists of dust of fracture, essentially free from clay o► shale,
these limits may be increased to 5 and 7 percent, respectively.
2. Coarse aggregate (size 1 1/2 inch to No. 4 sieve) shall conform to requirements
of ASTM C 33. Gradation shall be within following limits when graded in
accordance with ASTM C 136:
SIEVE DESIGNATION
(SQUARE OPENINGS)
Retained on 1 3/4 inch sieve
Retained on 1 1/2 inch sieve
Retained on 3/4 inch sieve
Retained on 3/8 inch sieve
Retained on No. 4 sieve
Loss by Decantation Test
*Method Tex-406-A
*
(PERCENTAGE BY WEIGHT)
0
0to5
30 to 65
70 to 90
95 to 100
1.0 maximum
In case of aggregates made primarily from crushing of stone, if
material finer than 200 sieve is dust of fracture essentially free from
clay or shale as established by Part 11l of Tex-406-A, percent may be
increased to 1.5
D Fine Aggregate: Sand, manufactured sand, or combination thereof, composed of
clean, hard durable, uncoated grains, free from loams or other injurious foreign
matter. Fine aggregate for concrete shall conform to requirements of ASTM C 33.
Gradation shall be within following limits when graded in accordance with ASTM C
136:
SIEVE DESIGNATION
(SQUARE OPENINGS)
Retained on 3/8 inch sieve
Retained on No. 4 sieve
Retained on No. 8 sieve
Retained on No. 16 sieve
Retained on No. 30 sieve
Retained on No. 50 sieve
07/2006
(PERCENTAGE BY WEIGHT)
0
0to5
O to 20
15 to 50
35to75
65 to 90
02751-4of16
CITY OF PEARLAND CONCRETE PAVEMENT
r Retained on No. 100 sieve 90 to 100
L Retained on No. 200 sieve 97 to 100
1. When subjected to color test for organic impurities (ASTM C 40), fine
Laggregate shall not show color darker than standard color. Fine aggregate
shall be subjected to Sand Equivalent Test(Tex-203-F). Sand equivalent value
' shall not be less than 80, unless higher value is shown on Plans.
E Air Entraining Agent: Furnish an air entraining agent conforming to requirements of
ASTM C 260.
F Water Reducer: Water reducing admixture conforming to requirements of ASTM C
494 may be used if required to improve the workability of concrete. Amount and type
of such admixture shall be subject to approval by the Engineer.
G Reinforcing Steel:
7 I. Provide new billet steel manufactured by open hearth process and conforming
to ASTM A 615, Grade 60. Store steel to protect it from mechanical injury
and rust. At time of placement, steel shall be free from dirt, scale,rust, paint,
r oil or other injurious materials.
2. Cold bend reinforcing steel to shapes shown. Once steel has been bent,it may
not be rebent.
To-
2.02 CONCRETE JOINTS
7 A When allowed on the Plans,or with approval of the Engineer,Board Expansion Joint
Material may be used: Filler board of selected stock. Use wood of density and type as
follows:
1. Clear,all-heart cypress weighing no more than 40 pounds per cubic foot,after
being oven dried to constant weight.
2. Clear, all-heart redwood weighing no more than 30 pounds per cubic foot,
t'-', after being oven dried to constant weight.
L 3. Use wood only when part of a load transmission device assembly.
B Unless specified otherwise, use Preformed Expansion Joint Material: Bituminous
i fiber and bituminous mastic composition material conforming to ASTM D 994 and
ASTM D 1751.
[7' C Joint Sealing Compound:
1. Hot poured rubber-asphalt compound meeting the requirements of ASTM D
6690.
1r". 2. When indicated on Plans, self-leveling Low Modulas Silicone sealant single
L. component meeting the requirements of TxDOT Specification 438.
r D Load Transmission Devices:
L
rfr 07/2006 02751 -5 of 16
r,
CITY OF PEARLAND CONCRETE PAVEMENT
1. Smooth, steel dowel bars conforming to ASTM A 615, Grade 60. When
indicated on Plans,encase one end of dowel bar in approved cap having inside
diameter 1/16 inch greater than diameter of dowel bar.
2. Deformed steel tie bars conforming to ASTM A 615, Grade 60. ..,
E Metal Supports for Reinforcing Steel and Joint Assembly: Employ metal supports of
1
approved shape and size that will secure reinforcing steel and joint assembly in correct
position during placing and finishing of concrete. Space supports as directed by the
Engineer.
2.03 EQUIPMENT
A Equipment: Conform to requirements of ASTM C 94.
2.04 MIXING
A Employ and pay certified testing laboratory to prepare mix designs. Compressive
strength shall be as specified using test specimens prepared in accordance with ASTM
C 31 and tested in accordance with ASTM C 39. Contractor shall determine and
measure batch quantity of each ingredient,including all water for batch designs and all
concrete produced for Work. Mix shall conform to these specifications and other
requirements indicated on Plans.
B Mix design to produce concrete which will have a minimum compressive strength of
2500 psi at 7days and 3500 psi at 28 days. When high-early-strength cement is used,
it shall reach a minimum compressive strength of 3500 psi at 7 days and 4000 at 28
days. Slump of concrete shall be at least 2 inch, but no more than 5 inches, when
tested in accordance with ASTM C 143.
1. Concrete pavement shall contain at least 5 1/2 sacks (94 pounds per sack)of
cement per cubic yard,with not more than 6.5 gallons of water,net,per sack of
cement (water cement ratio maximum 0.57). Cement content shall be
determined in accordance with ASTM C 138. Addition of mineral filler may
be used to improve workability or plasticity of concrete to limits specified.
2. Coarse dry aggregate shall not exceed 85 percent of loose volume of concrete.
3. Add air-entraining admixture to ensure uniform distribution of agent
throughout batch. Base air content of freshly mixed air-entrained concrete
upon trial mixes with materials to be used in Work, adjusted to produce
concrete of required plasticity and workability. Percentage of air entrainment
in mix shall be 4 1/2 percent plus or minus 1 1/2 percent. Air content shall be
determined by testing in accordance with ASTM C 231.
4. Use retardant when temperature exceeds 90 degrees F. Proportion shall be as
recommended by manufacturer. Use same brand as used for air-entraining
agent. Add and batch material using same methods as used for air-entraining
agent. Accelerators will not be allowed unless approved by the Engineer.
1
07/2006 02751 -6 of 16 r 1
ri
E
CITY OF PEARLAND CONCRETE PAVEMENT
2.05 COVER MATERIALS FOR CURING
A Curing materials shall conform to one of following:
1. Polyethylene Film: Opaque pigmented white film conforming to requirements
of ASTM C 171.
2. Waterproofed Paper: Paper conforming to requirements of ASTM C 171.
3. Cotton Mats: Single layer of cotton filler completely enclosed in cover of
cotton cloth. Mats shall contain not less than 3/4 of a pound of uniformly
distributed cotton filler per square yard of mat. Cotton cloth used for covering
materials shall weigh not less than 6 ounces per square yard. Mats shall be
stitched so that mat will contact surface of pavement at all points when
saturated with water.
4. Liquid Membrane-forming Compounds: Liquid membrane-forming
compounds shall conform to ASTM C 309. Membrane shall restrict loss of
water to not more than 0.55 kg/mz of surface in 72 hours.
3.0 EXECUTION
3.01 EXAMINATION
A Verify compacted base is ready to support imposed loads and meets compaction
requirements.
B Verify lines and grades are correct.
3.02 PREPARATION
A Properly prepare, shape and compact each section of subgrade before placing forms,
reinforcing steel or concrete. After forms have been set to proper grade and alignment,
use subgrade planer to shape subgrade to its final cross section. Check contour of
subgrade with template.
B Remove subgrade that will not support loaded form. Replace and compact subgrade to
required density.
3.03 EQUIPMENT
A Alternate equipment and methods, other than those required by this article, may be
used provided the Contractor demonstrates that equal, or better, results will be
obtained. Maintain equipment for preparing subgrade and for finishing and
compacting concrete in good working order. Unless approved otherwise by the
Engineer or the Plans, slip form paving methods shall be used.
B Subgrade Planer and Template:
1. Use subgrade planer with adjustable cutting blades to trim subgrade to exact
section shown on Plans. Select planer mounted on visible rollers which ride
on forms. Planer frame must have sufficient weight so that it will remain on
form at all times,and have such strength and rigidity that,under tests made by
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changing support from wheels to center,planer will not develop deflection of r1
more than 1/8 inch. Tractors used to pull planer shall not produce ruts or
indentations in subgrade. When slip form method of paving is used, operate
subgrade planer on prepared track grade or have it controlled by electronic �,
sensor system operated from string line to establish horizontal alignment and
elevation of subbase.
2. Provide template for checking contour of subgrade. Template shall be long 7
enough to rest upon side forms and have such strength and rigidity that, when
supported at center, maximum deflection shall not exceed 1/8 inch. Fit
template with accurately adjustable rods projecting downward at 1 foot
intervals. Adjust these rods to gauge cross sections of slab bottom when
template is resting on side forms. -'
C Machine Finisher: Provide a power-driven,transverse finishing machine designed and
operated to strike off and consolidate concrete. Machine shall have two screeds I
accurately adjusted to crown of pavement and with frame equipped to ride on forms.
Use finishing machine with rubber tires if it operates on concrete pavement.
7
D Hand Finishing:
1. Provide mechanical strike and tamping template 2 feet longer than width of
pavement to be finished. Shape template to pavement section.
2. Provide two bridges to ride on forms and span pavement for finishing
expansion and dummy joints. Provide floats and necessary edging and 1
finishing tools. 1
E Belt Finishing:While concrete is still workable,give surface final belting to produce a
uniform surface of gritty texture. Perform belting with short rapid transverse strokes 7
having sweeping longitudinal motion.
F Vibrators: Furnish mechanically operated synchronized vibrators mounted on tamping
bar which rides on forms and hand-manipulated mechanical vibrators. Furnish I
vibrators with frequency of vibration to provide maximum consolidation of concrete
without segregation. 7
G Traveling Form Paver: Approved traveling form paver may be used in lieu of
construction methods employing forms, consolidating, finishing and floating r'
equipment. Requirements of this specification for subgrade, pavement tolerances,
pavement depth,alignments,consolidation,finishing and workmanship shall be met.
If traveling form paver does not provide concrete paving that meets the compaction, r�
finish and tolerances requirements of this specification, its use shall be immediately 1
discontinued when so ordered by the Engineer and conventional methods shall be
used.
1. Equip traveling paver with longitudinal transangular finishing float adjustable
to crown and grade. Float shall be long enough to extend across pavement to
side forms or edge of slab. r1
2. Insure that continuous deposit of concrete can be made at paver to minimize
starting and stopping. Use conventional means of paving locations
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inaccessible to traveling paver, or having horizontal or vertical curvature that
traveling paver cannot negotiate.
3. Where Plans require tie bars for adjacent paving,securely tie and support bars
to prevent displacement. Tie bars may be installed with approved mechanical
bar inserter mounted on traveling-form paver. Replace any pavement in which
tie bars assume final position other than that shown on Plans,unless corrective
alternates are authorized in writing by the Engineer.
3.04 FORMS
A Side Forms: Use clean metal forms of approved shape and section. Preferred depth of
form shall be equal to required edge thickness of pavement. Forms with depths greater
or less than required edge thickness of pavement will be permitted, provided
difference between form depth and edge thickness if not greater than 1 inch, and
further provided that forms of depth less than pavement edge are brought to required
edge thickness by securely attaching wood or metal strips to bottom of form, or by
grouting under form. Bottom flange of form shall be same size as thickness of
pavement. Aluminum forms are not allowed. All forms shall be approved by the
Engineer. Length of form sections shall be not less than 10 feet and each section shall
provide for staking in position with not less than 3 pins. Flexible or curved forms of
wood or metal of proper radius shall be used for curves of 200 foot radius or less.
Forms shall have ample strength and shall be provided with adequate devices for
7 secure setting so that when in-place they will withstand,without visible springing or
settlement, impact and vibration of finishing machine. In no case shall base width be
less than 8 inches for form 8 inches or more in height. Forms shall be free from warp,
bends or kinks and shall be sufficiently true to provide reasonable straight edge on
concrete. Top of each form section,when tested with straight edge, shall conform to
requirements specified for surface of completed pavement. Provide sufficient forms
111" for satisfactory placement of concrete. For short radius curves,forms less than 10 feet
in length or curved forms may be used. For curb returns at street intersections and
driveways, wood forms of good grade and quality may be used.
EB Form Setting:
1. Rest forms directly on subgrade. Do not shim with pebbles or dirt. Accurately
set forms. to required grade and alignment and, during entire operation of
placing,compacting and finishing of concrete,do not deviate from this grade
and alignment more than 1/8 inch in 10 feet of length. Do not remove forms
for at least 8 hours after completion of finishing operations. Provide supply of
forms that will be adequate for orderly and continuous placing of concrete. Set
forms and check grade for at least 300 feet ahead of mixer or as approved by
the e
2. AdjacentEngine es may be used instead of forms, provided that concrete is well
protected from possible damage by finishing equipment. These adjacent slabs
shall not be used for forms until concrete has aged at least 7 days.
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3.05 REINFORCING STEEL AND JOINT ASSEMBLIES
A Accurately place reinforcing steel and joint assemblies and position them securely as
indicated on Plans. Wire reinforcing bars securely together at intersections and
splices. Bars and coatings shall be free of rust, dirt or other foreign matter when
concrete is placed. Place all reinforcing steel and secure to chairs. All reinforcing
steel must be positively supported before pour begins.
B Place pavement joint assemblies at required locations and elevations, and rigidly
secure all parts in required positions. Install dowel bars accurately in joint assemblies
as shown, each parallel to pavement surface and to center line of pavement. Rigidly
secure in required position to prevent displacement during placing and finishing of
concrete. Accurately cut header boards,joint filler and other material used for forming
joints to receive each dowel bar. Drill dowels into existing pavement, secure with
epoxy, and provide paving headers, as required, to provide rigid pavement sections.
3.06 PLACEMENT
A Place concrete only in rain-free days when air temperature taken in shade and away
from artificial heat is above 35 degrees F and rising. Concrete shall not be placed
when temperature is below 40 degrees F and falling.
When concrete temperature is 85 degrees F or above, do not exceed 60 minutes
between introduction of cement to the aggregates and discharge. When the weather is
such that the concrete temperature would exceed 90 degrees F, employ effective
means, such as pre-cooling of aggregates and mixing water, using ice or placing at
night, as necessary to maintain concrete temperature, as placed,below 90 degrees F.
B Place concrete within 60 minutes of mixing. Remove and dispose of concrete not
placed within this period.
C Concrete slump during placement shall be 2 to 5 inches,except when using traveling-
form paver slump shall be a maximum of 3 inches.
D Deposit concrete rapidly and continuously on subgrade or subbase in successive
batches. Distribute concrete to required depth and for entire width of placement in
manner that will require as little rehandling as possible. Where hand spreading is
necessary, distribute concrete with shovels or by other approved methods. Use only
concrete rakes in handling concrete. At end of day or in case of unavoidable
interruption of more than 30 minutes, place transverse construction joint at point of
stopping work. Remove and replace sections less than l0 feet long.
E Take special care in placing and spading concrete against forms and at longitudinal
and transverse joints to prevent honeycombing. Voids in edge of finished pavement
will be cause for rejection.
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3.07 COMPACTION
A Consolidate the concrete using mechanical vibrators as specified herein. Extend a
�.., vibratory unit across the pavement, not quite touching side forms. Space individual
vibrators at close enough intervals to vibrate and consolidate entire width of pavement
uniformly. Mount mechanical vibrators to avoid contact with forms, reinforcement,
�., transverse or longitudinal joints.
4_ B Furnish enough hand-manipulated mechanical vibrators for proper consolidation of
concrete along forms, at joints and in areas not covered by mechanically controlled
vibrators. Stand-by operational vibrator is required before start of pour.
3.08 FINISHING
A Finish concrete pavement with power-driven transverse finishing machines or by hand
finishing methods.
1. Use transverse finishing machine to make at least two trips over each area.
Make last trip continuous run of not less than 40 feet. After transverse
screeding, use hand-operated longitudinal float to test and level surface to
Cat required grade.
2. Hand finish with mechanical strike and tamping template as wide as pavement
to be finished. Shape template to pavement section. Move strike template
forward in direction of placement, maintaining slight excess of material in
front of cutting edge. Make at least two trips over each area. Screed pavement
surface to required section. Work screed with combined transverse and
longitudinal motion in direction work is progressing. Maintain screed in
contact with forms. Use longitudinal float to level surface.
B On narrow strips and transitions,finish concrete pavement by hand. Thoroughly work
concrete around reinforcement and embedded fixtures. Strike off concrete with strike-
off screed. Move strike-off screed forward with combined transverse and longitudinal
motion o prssin ,maintaining sc wmd
maintainingindirection slight excessw rk is of materials ogre g in front of cutting creed edge.inconta Tampt concreteithfors,with
tamping template. Use longitudinal float to level surface.
While concrete is still workable, give surface final belting to produce a uniform
L_ surface of gritty texture. Perform belting with short rapid transverse strokes having
sweeping longitudinal motion.
E3.09 JOINTS AND JOINT SEALING
r., A When new work is adjacent to existing concrete, place joints at same location as
existing joints in adjacent pavement.
B If the limit of removal of existing concrete or asphaltic pavement does not fall on
existing joint, saw cut existing pavement minimum of 1 1/2 inches deep to provide
straight, smooth joint surface without chipping, spalling or cracks.
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3.10 CONSTRUCTION JOINTS "'?
A Place transverse construction joint wherever concrete placement must be stopped for
more than 30 minutes. Place longitudinal construction joints at interior edges of
pavement lanes using No.5 deformed tie bars,30 inches long and spaced 18 inches on
centers.
3.11 EXPANSION JOINTS
A Place 3/4 inch expansion joints at locations shown on Plans. Use no filler shorter than
6 feet. When pavement is 24 feet or narrower, use not more than 2 lengths of filler.
Secure pieces to form straight joint. Shape filler accurately to cross section of
concrete slab. Use load transmission devices of type and size shown on Plans. Seal
with joint sealing compound.
3.12 CONTRACTION JOINTS
A Place contraction joints at same locations as in adjacent pavement or at spaces
indicated on Plans. Maximum spacing of contraction/construction joints,20 feet. Seal -1
groove with joint sealing compound.
3.13 LONGITUDINAL WEAKENED PLANE JOINTS
A Place longitudinal weakened plane joints at spaces indicated on Plans. Seal groove "111
with joint sealing compound. f
3.14 SAWED JOINTS "1
A Contractor may use sawed joints as an alternate to contraction and weakened plane -
joints.Circular cutter shall be capable of cutting straight line groove minimum of 1/2
inch wide.Depth shall be one quarter of pavement thickness plus 1/2 inch. Commence
sawing as soon as concrete has hardened sufficiently to permit cutting without
chipping, spalling or tearing and prior to initiation of cracks. Once sawing has r,1
commenced, it shall be continued until completed. Make saw cut with one pass.
Complete sawing within 24 hours of concrete placement. Saw joints at required
spacing consecutively in sequence of concrete placement.
1-1
B Concrete Saw: Provide sawing equipment adequate in power to complete sawing to
required dimensions and within required time. Provide at least one standby saw in
good working order. Maintain an ample supply of saw blades at work site at all times
during sawing operations. Sawing equipment shall be on job at all times during
concrete placement.
3.15 JOINTS FOR CURB,AND CURB AND GUTTER
A Place 3/4 inch preformed expansion joints through curb and gutters at locations of
expansion and contraction joints in pavement; at end of radius returns at street
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C , intersections and driveways; and at curb inlets. Maximum spacing shall be 60 foot
centers.
3.16 JOINTS FOR CONCRETE SIDEWALKS
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A Provide 3/4 inch expansion joints conforming to ASTM A 1751 along and across
,,,.r sidewalk at back of curbs,at intersections with driveways,steps,and walls;and across
I walk at intervals not to exceed 36 feet. Provide expansion joint material conforming
to ASTM D 994 for small radius curves and around fire hydrants and utility poles.
�+ Extend the expansion joint material full depth of the slab. Reinforcing bars shall
7 extend 10 inches beyond the expansion joint and then shall be wrapped with building
ii paper, or approved sleeves, so that the 10 inches shall not be bonded to the concrete.
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I ' 3.17 JOINTS FOR CONCRETE DRIVEWAYS
A Provide 3/4 inch expansion joints conforming to ASTM D 1751 across driveway in
line with street face of sidewalks, at existing concrete driveways, and along
7
intersections with sidewalks and other structures. Extend expansion joint material full
depth of slab. Where dowels are used, wrap or sleeve one end.
7 3.18 JOINT SEALING
A Seal joints only when surface and joints are dry, ambient temperature is above 50
Edegrees F but less than 85 degrees F, and weather is not foggy or rainy.
B Joint sealing equipment shall be in first-class working condition,and be approved by
7 the Engineer. Use concrete grooving machine or power-operated wire brush and other
equipment such as plow, brooms, brushes, blowers or hydro or abrasive cleaning as
required to produce satisfactory joints.
7 C Clean joints of loose scale,dirt,dust and curing compound. Term joint includes wide
joint spaces, expansion joints, dummy groove joints or cracks, either preformed or
7 natural. Remove loose material from concrete surfaces adjacent to joints.
D Fill joints neatly with joint sealer to depth shown. Pour sufficient joint sealer into
joints so that, upon completion, surface of sealer within joint will be 1/4 inch below
level of adjacent surface or at elevation as directed.
3.19 CONCRETE CURING
7 A Concrete pavement shall be cured by protecting it against loss of moisture for period
of not less than 72 hours immediately upon completion of finishing operations. Do not
[7 use membrane curing for concrete pavement to be overlaid by asphaltic concrete.
B Where curing requires use of water,curing shall have prior right to all water supply or
supplies. Failure to provide sufficient cover material shall be cause for immediate
suspension of concreting operations.
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3.20 POLYETHYLENE FILM CURING 'I
A Immediately after finishing surface, and after concrete has taken its initial set, apply l
water in the form of a fine spray. Cover surface with polyethylene film so film will
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remain in intimate contact with surface during specified curing period. '
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B Cover entire surface and both edges of pavement slab. Joints in film sheets shall
overlap minimum of 12 inches. Immediately repair tears or holes occurring during °'°!
curing period by placing acceptable moisture-proof patches or by replacing.
3.21 WATERPROOFED PAPER CURING rl
A Immediately after finishing surface, and after concrete has taken its initial set, apply 1
water in form of fine spray. Cover surface with waterproofed paper so paper will ,.,
remain in intimate contact with surface during specified curing period.
B Prepare waterproofed paper to form blankets of sufficient width to cover entire surface
and both edges of pavement slab, and not be more than 60 feet in length. Joints in
blankets caused by joining paper sheets shall lap not less than 5 inches and shall be
securely sealed with asphalt cement having melting point of approximately 180
degrees F. Place blankets to secure an overlap of at least 12 inches. Tears or holes
appearing in paper during curing period shall be immediately repaired by cementing
patches over defects.
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3.22 COTTON MAT CURING
A Immediately after finishing surface, and after concrete has taken its initial set,
completely cover surface with cotton mats,thoroughly saturated before application,in
such manner that they will contact surface of pavement equally at all points.
B Mats shall remain on pavement for specified curing period. Keep mats saturated so
that,when lightly compressed,water will drip freely from them. Keep banked earth or
cotton mat covering edges saturated. r9
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3.23 LIQUID MEMBRANE-FORMING COMPOUNDS
A Immediately after finishing surface, and after concrete has taken its initial set, apply en
liquid membrane-forming compound in accordance with manufacturer's instructions.
3.24 TOLERANCES r
A Test entire surface before initial set and correct irregularities or undulations. Bring
surface within requirements of following test and then finish. Place 10 foot
straightedge parallel to center of roadway to bridge any depressions and touch all high
spots. Do not permit ordinates measured from face of straight edge to surface of
pavement to exceed 1/16 inch per foot from nearest point of contact. Maximum en
ordinate with 10 foot straightedge shall not exceed 1/8 inch. Grind spots in excess of
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requirements of this paragraph to meet surface test requirements. Restore texture by
grooving concrete to meet surface finishing specifications.
3.25 FIELD QUALITY CONTROL
A Testing will be performed under provisions of Section 01450 —Testing Laboratory
Services.
B Test Specimens: Four test specimen cylinders for compressive strength tests will be
made for each 150 cubic yards or less of pavement that is placed in one day. Two
specimens will be tested at 7 days. For failed 7-day tests, remaining two specimens
will be tested at 28 days. Specimens will be made, cured and tested in accordance
with ASTM C 31 and ASTM C 39.
C Yield test will be made in accordance with ASTM C 138 for cement content per cubic
yard of concrete. If such cement content is found to be less than that specified per
cubic yard, reduce batch weights until amount of cement per cubic yard of concrete
conforms to requirements.
D At the Engineer's direction a minimum of one 4-inch core may be taken at random
locations per 1,000 feet per lane or 500 square yards of pavement to measure in-place
depth. Each core may be tested for 28 day compressive strength according to methods
of ASTM C 42. The 28 day compressive strength of each core tested shall be a
minimum of 3000 pounds per square inch.
E Contractor may,at his own expense,request three additional cores in vicinity of cores
indicating nonconforming in-place depths. In-place depth at these locations shall be
the average of depth of four cores.
F Fill cores and density test sections with new concrete paving or non shrink grout.
3.26 NONCONFORMING PAVEMENT
A Remove and replace areas of pavement found by cores to be deficient in thickness by
more than 10 percent, or that fail compressive strength tests, with new concrete
pavement of thickness shown on Plans at no cost to the Owner.
B Areas of concrete pavement found by cores to be deficient in thickness by less than 10
percent shall be remedied at the Owner's direction by one of the following methods:
1. Remove and replace using new concrete pavement of thickness shown on
Plans and in accordance with the requirements of this Section at no cost to
Owner.
2. Reduce the Unit Price by the ratio of the average thickness(as determined by
cores)to the thickness required.
C No adjustments will be made for excess thickness.
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3.27 PAVEMENT MARKINGS
A Restore pavement markings to match those existing in accordance with City of
Pearland Standard Details and the Engineer's requirements.
3.28 PROTECTION
A Barricade pavement section from use until concrete has attained minimum design
strength.
B On those sections of pavement to be opened to traffic,seal joints,clean pavement and r1
place earth against pavement edges before permitting use by traffic. Such opening of
pavement to traffic shall not relieve Contractor from his responsibility for Work.
C Maintain concrete paving in good condition until completion of Work.
D Repair defects by replacing concrete to full depth.
END OF SECTION
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CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 13
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TECHNICAL SPECIFICATIONS
DIVISION 13
SPECIAL CONSTRUCTION
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�` CITY OF PEARLAND AQUATIC PLAYGROUND EQUIPMENT &STRUCTURES
SECTION 13080
AQUATIC PLAYGROUND EQUIPMENT&STRUCTURES
fhilk
PART 1 —GENERAL
1.1 SECTION INCLUDES
• A. This Section includes the specifications and requirements for aquatic playground equipment and
structures, including water play elements,water distribution system, and automated controls.
a 1. The aquatic playground shall include water play elements in combinations of elevated water
play structures, ground jets and sprays, and multi-functional structures.
2. Various types of user-activated controls shall be included that shall regulate the use of water
play elements by controlling zones of the playground, as well as controlling individual water
Jplay elements.
3. The aquatic playground shall be controlled by a complete automation system that consists of
the water distribution system and user-activated controls. The automation system shall be
programmable, shall control the hours of operation of the playground, and shall respond to the
-- user-activated controls to supply water flow on demand to the zones and elements regulated
by the controls.
4. (ADD ALTERNATE NO. 1 ) The aquatic playground shall include an applied cementitious
• topping to provide texture and color for the splash pad.
5. (ADD ALTERNATE NO.2) The aquatic playground shall include a poured-in-place rubber
coating to provide color, slip-resistance and shock absorption for the splash pad.
1.2 SUBMITTALS
A. Schematic Design, submitted as part of the Vendor's proposal.
B. Product Data: Manufacturer's product data showing compliance with specified requirements, and
indicating manufacturer, product name or other designations, product type, manufacturer's
recommended use, and manufacturer's recommended installation instructions.
C. Submit product data for:
1. Water play structures and user-activated controls;
2. Water distribution components and system; and,
3. Automated operating system and control components.
D. Shop drawings showing the location and configuration of water play elements, dimensional
drawings of water play elements, anchoring details, plan of water distribution system, schematic
control diagrams, and other plans and details necessary to sufficiently depict the proposed
installation.
E. Manufacturer's installation and operating manuals. Provide two (2) copies of each. Operating
manuals shall include start-up procedures for all equipment and day-to-day operation of each
system.
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1.3 QUALITY CONTROL
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A. The aquatic playground, including individual water play elements, shall comply with all federal
ADA and state TAS standards and requirements.
,fio B. Subcontractor used for installation, if any, shall have previous experience in the type of products
and uses specified in this section. Documented experience history shall be available upon
Owner's request.
C. All materials shall be supplied by vendors with ISO 9002 certification.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. All water play structures shall be properly wrapped and secured in place during transport to the
site.
_.. B. All water play structures shall be stored on site in a safe area, out of the way of traffic and other
construction activities, until the time of actual installation.
C. Exercise care in the handling of structures and equipment to prevent excessive stress and
abrasions.
D. Protective wrappings on water play structures shall be left in place until construction work for the
aquatic playground is complete.
1.5 WARRANTY
A. The complete aquatic playground, as constructed with individual components acting collectively
as a unified system, shall be warranted by the Vendor for a period of not less than three (3)
years.
B. Water play structures, including anchoring systems, shall be warranted by the manufacturer for a
period not less than 25 years.
C. Water distribution equipment and system shall be warranted by the manufacturer for a period not
less than 10 years.
D. The Vendor shall have the capacity to technically support the automation and water distribution
lsystem during the warranty period.
PART 2—PRODUCTS
2.1 AQUATIC PLAYGROUND DESIGN
A. The Vendor shall design the aquatic playground in accordance with the criteria specified in these
Specifications and as required by the project drawings. The Vendor shall be required to submit a
schematic design and, upon approval,final construction drawings and shop drawings.
B. The aquatic playground will be located in Centennial Park, south of Mary's Creek and east of
McLean Road, in the City of Pearland,Texas.
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C. The aquatic playground shall be located on a site that has been elevated and graded by others.
The Vendor shall be required to prepare the subgrade and finish grade the area as necessary to
conform to the Vendor's design and drainage requirements, and to place and finish a new
concrete surface.
rOM D. The aquatic playground shall include water play elements grouped and arranged in a distinctive
and unique combination of elevated water play structures, ground jets and sprays, and multi-
functional structures.
"" E. Various types of user-activated controls shall be included in the schematic design. The controls
shall regulate the use of water play elements by controlling zones of the playground, as well as
controlling individual water play elements.
F. The aquatic playground shall be controlled by a complete automation system that consists of the
water distribution system and user-activated controls. The automation system shall be
programmable, shall control the hours of operation of the playground, and shall respond to the
user-activated controls to supply water flow on demand to the zones and elements regulated by
J the controls. The Vendor shall have the capacity to technically support the automation system
during the warranty period.
;.., G. The automation package and water distribution systems shall be located within the area
dedicated for the aquatic playground. If the schematic design proposes a skid-mounted or wall-
mounted system, the schematic design shall include an enclosure fence or wall, and shall also
include landscaping elements to hide the enclosure.
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H. The playground design shall include a proposal for the finish surface material of the aquatic
playground. Painted concrete, granulated rubber, or other protective materials will be
considered. The finished surface of the aquatic playground shall provide a zero-depth water
,411011
safety with no standing water. The finished surface shall be non-porous to prevent against algae
and mold growth and non-slip for safety. Drains shall be designed and placed to prevent trip
hazards and finger entrapment.
1.1
I. The aquatic playground shall be a nominal 40'x70' area, and the design shall be compatible with
- - a perimeter zone, approximately 12 feet wide, that will be reserved for picnic furniture, lounge
chairs, shade structures, or other outdoor furniture to be purchased separately by the City.
A.,I
1 2.2 WATER PLAY STRUCTURES
..., A. Water play structures shall consist of elevated water play structures, ground jets and sprays, and
multi-functional structures.
B. Water play structures shall be designed for direct interaction by users, and shall be safe and
"' appropriate for users of all age groups.
C. Some play structures should incorporate structure movements that allow water to pour, dump,
spray,wiggle, and spin creating unique water formations and imaginative play.
D. Water play structures shall incorporate a non-climbing design with no pinch points, sharp edges,
or protruding components such as nozzles or bolts.
E. All water play structures shall be constructed of structural plastic, fiberglass, or stainless steel,
and shall be supplied with all necessary anchoring hardware and installation templates. Water
play structures shall be furnished complete with a water inlet and electrical grounding lugs.
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F. All above-ground play structures shall be coated with finishing materials designed to provide
protection against abrasions, UV exposure, and chemically treated water. Finishes shall be
available in a variety of colors.
G. All embedded components of water play structures shall be constructed of stainless steel.Pis H. All water play features shall be equipped with appropriate winterization caps.
I. Nozzles, spray heads, spray caps, and winter caps shall be constructed of brass and be fastened
"op and removed from the play structures using tamper-resistant tools specifically designed for use
with the proprietary nozzles, spray heads, spray caps and winter caps. The nozzles, spray
heads, spray caps and winter caps shall be recessed into the water play structures to avoid
protrusion hazards.
J. All anchoring hardware, plates and flanges shall be constructed of stainless steel.
.., K. Provide an accessory kit consisting of the necessary tamper-resistant tools and touch-up paint.
2.3 USER-ACTIVATED CONTROLS
A. Pre-programmed control: User-activated controls shall be the direct interface between users and
water play elements, and can also be used to control zones of play elements.
1. Activators shall be touch-activated bollards or other stand-alone elements; ground-level
"' activators with step-on features are also acceptable for activators.
2. The activator shall enable pre-programmed scenarios of the water play elements that shall
only be activated when it is touched by the user.
n.. 3. The activator shall have no moving parts.
4. The activator shall run on low voltage electrical supply, such as 24 volts direct current.
B. Flow controls: Flow control valves, with operating wheels or other manual operating apparatus,
can allow users to regulate water flow to individual elements.
2.4 WATER DISTRIBUTION SYSTEM
A. The water distribution system shall be an integral part of the automated control system. The
system shall either be skid-mounted,wall-mounted, or contained within a subterranean vault.
'411.6
— B. The water distribution system shall be prefabricated including piping, valves, and electrical wiring.
It shall be factory assembled and water pressure tested. The unit shall be equipped with
threaded connections for the water outlets for each water play element.
C. The water distribution system shall include:
1. Distribution manifold equipped with stainless steel headers and shall be multi-valve inline
configuration;
2. Cast bronze or PVC solenoid valves designed for chemically treated water, 2-way normally
closed, rated for 20 psi to 125 psi and 20 gpm to 90 gpm, and pre-wired to automated control
system;
3. Ball and drain valves; and,
5., 4. Pressure gauge, dry type.
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7 CITY OF PEARLAND AQUATIC PLAYGROUND EQUIPMENT&STRUCTURES
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D. The water distribution system shall not employ any pretreatment devices and operations,
r," including the introduction of any detergents or other chemical additives.
i
2.5 OPERATING SYSTEM
A. The operating system shall be an integral part of the automated control system. The system shall
be either skid-mounted,wall-mounted, or contained within a subterranean vault.
„w, B. Pump: The pump shall be compatible with the power available at the site, and shall be capable.
of delivering the necessary flows at the appropriate pressures to operate the water play
J structures.
7C. PLC: The programmable logic controller shall be factory programmed with a variety of spray
J sequences designed according to the requirements of the project. The PLC shall have the
flexibility to modify the sequences using a transportable memory cartridge. The operating system
shall have the capability of controlling a maximum 15 solenoid valves.
444.
JD. Time Switch: A 24-hour/ 7-day, programmable, digital, time switch to set the operational hours
of the facility shall be incorporated into the operating system. The time switch shall have the
- ability to be programmed with a different time schedule for each day of the week, or have several
days operate on the same schedule. The time switch shall come complete with a 100-hour,
`_ capacitive type, battery backup system in case of power failure.
E. Transformer: The operating system shall contain a transformer with built-in electrostatic shield
Jprotection.
F. Selector Switches: The operating system shall be equipped with a three-position selector switch
^•"" for each solenoid valve, the activation device(s), and the time switch. These selector switches
shall create a user-to-system interface to select the operational mode of the components — i.e.,
"Hand", "Off', and"Automatic".
,j G. Enclosure: The operating system shall be housed in a corrosion resistant, stainless steel, •
NEMA 4X enclosure that comes complete with stainless steel lockable latches.
,,,,,, H. Inputs: The operating system shall have the capacity to receive signals from 2 separate
1 detecting sources(i.e., activators) at the same time.
I. Motor Starter: A control and monitoring contactor soft start, matching the pump power
444, requirements and complete with an overload relay, shall be part of the operating system.
J. Emergency Shutoff: The operating system shall be equipped with a normally open, push/pull,
mushroom type,emergency shutoff switch.
4444
K. Main Breaker: The operating system shall come complete with a lock-in-position, handle-type
fused disconnect.
1 2.6 DRAIN BOXES
A. Drain boxes shall be fiberglass with a stainless steel grate and side outlet.
JB. The main box shall be a 16"x16"x16"fiberglass enclosure.
;r., C. The cover shall be stainless steel designed to avoid trip hazards, and equipped with tamper-
) resistant bolts.
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CITY OF PEARLAND AQUATIC PLAYGROUND EQUIPMENT & STRUCTURES
D. The main outlet shall be a 6"side connection.
2.7 (ADD ALTERNATE NO. 1 ) CEMENTITIOUS TOPPING
A. Provide a cementitious topping applied by trowel, squeegee or sprayer to provide texture and
color for the splash pad area of the aquatic playground.
B. Acceptable products:
1. "Sure Spray" and "Sure Tex" SureCrete Design Products, by Creative Cement Coatings Inc.,
JHouston,Texas.
2. Or equal.
J2.8 (ADD ALTERNATE NO.2 ) POURED-IN-PLACE RUBBER COATING
r•• C. Provide a minimum 1-inch thick, two-layer rubber-polyurethane poured-in-place playground
coating system to provide color, slip-resistance and shock absorption for the splash pad.
D. Acceptable products:
1. "Playbound Poured-In-Place", by Surface America Inc., Williamsville,New York.
2. Or equal. •
PART 3—EXECUTION
3.1 GENERAL
A. Install all aquatic playground structures, equipment, and components in accordance with the
manufacturer's recommended installation instructions.
END SECTION
MIR
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