project manual city of laredo cdbg freddie benavides park ... · cdbg freddie benavides park...

Project Manual For

City of Laredo

CDBG Freddie Benavides Park Improvements

2603 Malinche Avenue Laredo, Texas 78046

Honorable Pete Saenz, Mayor Roberto Balli Alberto Torres, Jr.

Mayor Pro-Tempore Council Member

Rudy Gonzalez, Jr. Nelly Vielma Council Member Council Member Vidal Rodriguez Marte A. Martinez Council Member Council Member Mercurio Martinez, III George J. Altgelt Council Member Council Member

Ramon E. Chavez, P.E. City Engineer

1110 Houston Street Laredo, Texas 78040

(956) 791-7346

October 2019

10/10/19

SECTION 00101 PROJECT TILE PAGE

PROJECT MANUAL FOR City of Laredo

CDBG Freddie Benavides Park Improvements 2603 S. Malinche Avenue Laredo, Texas 78046 OWNER

CITY OF LAREDO Laredo, Texas 78040 210.477.6262 Contact: Ramon Chavez, P.E., City Engineer ARCHITECT SLAY ARCHITECTURE 9901 McPherson Drive, suite 104 Laredo, Texas 78045 956.791.0405 Contact: Monica Guajardo, AIA MECHANICAL ELECTRICAL HMG & ASSOCIATES INC. 8000 IH-10 West, Ste. 1004 San Antonio, Texas 78230 210.349-0800 Contact: Mike Garza, P.E.

email: [email protected]

CITY OF LAREDO

ENGINEERING DEPARTMENT

SPECIFICATIONS TABLE OF CONTENTS


Community Development Block Grant (CDBG) Requirements Page(s)

Project ………….………………………………………………………….. 1 thru 1

Federal Requirements (2CFR Part 200 ………………………………….... 1 thru 1

Section 3 Clause ……………..……………………………………………. 1 thru 2

Section 3 Forms …………………………………………………………... 3 thru 11

Form A- Section 3 Flow Chart ………………………………………... 3 thru 3

Form B- Certification to Comply with Sec. 3 Policy and Regulations. 4 thru 4

Form C- Section 3 Business Certification..………………………..…... 5 thru 5

From D- Section 3 Resident Reference Claim Form……………..….... 6 thru 6

Form E- Section 3 Subcontractors ……………………………….…... 7 thru 7

Form F- Certification for Section 3 New Hires………………………... 8 thru 8

Form G- Section 3 Compliance Report …….………………………... 9 thru 10

Form H- Section 3 Employee Roster ………..………………………... 11 thru 11

Form I- Section 3 Proof of Status ……….…..………………………... 12 thru 12

Davis Bacon Act Forms……………………………………………………. 13 thru 13

Federal Labor Standards Provisions …………………………..……… 14 thru 18

Pre-Construction Minutes ……………………………………..……… 19 thru 20

Payroll WH-347 exp.4.30.21 …………………………………….…… 21 thru 22

Instructions for Completing Payroll Form, WH-347 ……………….… 23 thru 26

EEOC self-print poster………………………………………………… 27 thru 28

Federal Project Poster revised 2009 …………………….………..…… 29 thru 29

Federal Poster Spanish………………………………………….……… 30 thru 30

Building Wage Decision TX 20190003 01/04/2019..…………..………31 thru 37

Division A

Notice to Bidders………………………………………………………….. 38 thru 39

Information to Bidders……………………………………………………. 40 thru 42

Advise to Bidders…………………………………………………………. 43 thru 43

Bid Proposal, Affidavit, Information to Contractors, Statement of Materials,

Information from Bidders, Bid Schedule, and Bid Bond…………….. 44 thru 54

Checklist for Bidders……………………………………………………... 55 thru 55

Construction Contract for CDBG Projects………………………………. 56 thru 64

Performance Bond/Payment Bond……………………………………….. 65 thru 72

Contractors/Subcontractors Certificate of Insurance…………………….. 73 thru 76

Notice of Award…………………………………………………………. 77 thru 77

Notice to Proceed………………………………………………………… 78 thru 78

Certificate of Owner’s Attorney…………………………………………. 79 thru 79

Division B

Contract Time & Liquidated Damages…………………………………. 80 thru 80

Equal Opportunity Clause………………………………………………. 81 thru 82

Notice…………………………………………………………………… 83 thru 83

Inspection by City………………………………………………………. 84 thru 84

Project Sign……………………………………………………………... 85 thru 85

Illegal Dumping………………………………………………………… 86 thru 86

Division C

Definition of Terms…………………………………………………….. 87 thru 89

Definition of Abbreviations……………………………………………. 90 thru 91

Instruction to Bidders………………………………………………….. 92 thru 94

Award and Execution of Contract……………………………………... 95 thru 97

Scope of Work…………………………………………………………. 98 thru 100

Control of Work and Materials………………………………………... 101 thru 106

Legal Relations and Responsibilities to the Public……………………. 107 thru 110

Prosecution and Progress……………………………………………… 111 thru 114

Measurement and Payment………………………………………….… 115 thru 125

Warranty Statement Form……………………………………………... 126 thru 126

Ethics Commission Rules……………………………………………… 127 thru 137

Division D - Technical Provisions…………………………………… 138 thru 138

CDBG Freddie Benavides Park Improvements a00 0110 Laredo, Texas TABLE OF CONTENTS SLAY Architecture 1 of 1 10/10/2019

TABLE OF CONTENTS DIVISION 0 – COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) REQUIREMENTS PROCUREMENT AND CONTRACTING REQUIREMENTS (Refer to City of Laredo Table of Contents) DIVISION 1 – GENERAL REQUIREMENTS 01 1000 Summary of Work 01 2000 Price and Payment Procedures 01 2100 Allowances 01 3000 Administration Requirements 01 3114 Mechanical and Electrical Coordination 01 4000 Quality Requirements 01 5000 Temporary Facilities and Controls 01 6000 Product Requirements 01 7000 Execution and Closeout Requirements 01 7800 Contract Closeout DIVISION 2 – EXISTING CONDITIONS (Not used) DIVISION 3 – CONCRETE (Not used) DIVISION 4 – MASONRY (Not used) DIVISION 5 – METALS (Not used) DIVISION 6 - WOOD AND PLASTICS (Not used) DIVISION 7 - THERMAL AND MOISTURE PROTECTION (Not used) DIVISION 8 - DOORS AND WINDOWS (Not used) DIVISION 9 – FINISHES (Not used) DIVISION 10 – SPECIALTIES (Not used) DIVISION 11 – EQUIPMENT (Not used) DIVISION 12 – FURNISHINGS (Not Used) DIVISION 13 - SPECIAL CONSTRUCTION 13 3100 Fabric Structures DIVISION 14 – CONVEYING SYSTEMS (Not Used) DIVISION 31 – EARTHWORK (Not Used) DIVISION 32 – EXTERIOR IMPROVEMENTS (Not Used)

10/10/19

CDBG Freddie Benavides Park Improvements City of Laredo, Texas TABLE OF CONTENTS H2MG, LLC 1 of 1 07-01-2019

Freddie Benavides Park Improvements

TABLE OF CONTENTS

DIVISION DESCRIPTION DIVISION 26 ELECTRICAL 26 00 00 Electrical General Provision 26 00 01 Electrical Utilities 26 05 19 Insulated Conductors 26 05 26 Grounding 26 05 33 Raceways 26 05 33.01 Electrical Boxes 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 16 Enclosed Switches 26 51 13 Lighting Fixtures

10/08/2019


Page 1 of 138

of 138

INFORMATION TO BIDDERS

Sealed bids will be received at City Secretary’s Office, 1110 Houston Street,

3rd floor, City Hall Building, Laredo, Texas, for the furnishing of all necessary

materials, machinery, equipment, labor, superintendence, and all other services and

appurtenances required for certain improvements in the City of Laredo and shall include

acknowledgment of addenda submitted, and all other documents included in said bid call.

Said bids shall be marked,

“CDBG Freddie Benavides Improvements ”

Bids shall be based on a per unit of work basis and shall include dollar amounts

for each specific unit in improvements listed including those items listed as alternatives

as per the proposal sheet included in the specifications of this project.

Each proposal and a proposal guaranty must be originals and must be sealed in an

envelope plainly marked with the name of the project as shown above, and the name and

address of the Bidder. When submitted by mail, this envelope shall be placed in another

envelope addressed as indicated in this Notice to Bidders and shall be marked as a bid for

the project above referred.

Notice is hereby given of the Special Provisions of this Project as it pertains to the

Labor Standards Provisions Execution Order No. 11246, Secretary’s Order No. 28,

concerning an Affirmative Action Program for eligible projects guidelines for resident

employment of Wage Determination.

Notice is also given that approximately 100% of the total cost will be funded with

the use of Federal Funds from the U.S. Department of Housing and Urban Development.

Construction undertaken by the successful firm must comply with the

requirements set by the U.S. Dept. of Housing and Urban Development in regard to

1.) labor standard provisions, including the Davis Bacon prevailing wage

requirements, the Contract Work Hours and Safety Standards Act proving for

overtime pay, the Copeland Act providing for the submittal of payroll reports and

permissible deductions, as well as the Fair Labor Standards Act; 2.) employment

and contracting requirements including Section 3 compliance, and 3.) equal

opportunity and anti-discrimination requirements.

Further, on federally funded projects, contractor must comply with the

Federal Labor Standards Provision, Davis Bacon Act, Equal Opportunity Clause,

Wage Determination and HUD and Urban Development Federal Requirements

specially as it regards payrolls and basic records.

Page 40 of 138

Only the bids and bid guaranties actually in the hands of the designated

official at the time set in this Notice to Bidders shall be considered. Bids submitted

by telephone, telegraph, or fax, will not be considered.

The City reserves the right to award the contract on the basis of the alternative

which appears most advantageous to the City, to reject any or all bids, to waive objections

based on failure to comply with formalities, and to allow the correction of obvious or

patent errors. Bidders are expressly advised to review Section C-3 of the General

Conditions of the proposed contract as to the causes which may lead to the

disqualification of a bidder and/or the rejection of a bid proposal. Unless all bids are

rejected, Owner agrees to give Notice of Award of contract to the successful bidder

within ninety (90) days from the date of the bid opening.

Bidders for the construction work must submit a satisfactory cashier’s or certified

check, or bidder’s bond having a minimum Best’s Rating A according to Best’s Key

Rating Guide Latest Edition from a surety duly authorized and licensed in the State of

Texas, payable without recourse to the order of the City of Laredo, Texas, in an amount

not less than five percent (5%) of the total bid based on the bid which check or bond shall

be submitted as a guarantee that the bidder will enter into a contract, and execute

performance and payment bonds within ten (10) days after Notice of Award of contract is

given to him for contracts in excess of $50,000.00. Bids without the required check or

bond will NOT be considered.

The successful bidder for the construction of the improvements must furnish a

Certificate of Insurance, and a satisfactory Performance Bond in the amount of 100% of

the total contract price, and a satisfactory Payment Bond in such amount, duly executed

by such bidder as principal and by a corporate surety duly authorized so to act under the

laws of the State of Texas. The successful bidder will be required to provide

Performance and Payment Bonds issued by an insurance company which meets the

minimum State requirements and is licensed in the State of Texas, and has a Best’s Key

according to Best’s Key Rating Guide Latest Edition as follows:

Construction Contract Minimum Best’s Rating

50,001 - 250,000 A

250,000 - 1,000,000 A

Over 1,000,000 A

All lump sum and unit prices must be stated in both script and figures.

Bidders are expected to inspect the site of the work and to inform themselves

regarding all local conditions.

Page 41 of 138

The Instructions to Bidders, Forms of Bid, Form of Contract, Plans,

Specifications, Form of Bid Bond, Performance and Payment Bonds and other contractual

documents may be examined free of charge at the City of Laredo Engineering

Department, 1110 Houston Street, Laredo, Texas 78040.

The Construction Document plans and specifications may be reviewed or obtained free of

charge at the office of the City Engineer, 1110 Houston Street, Laredo, Texas, or from the

City of Laredo Website www.cityofLaredo.com/bids.html.

Bid proposals over $50,000.00 shall comply with all conditions of the bid

documents.

In the event the base bid amount is $50,000.00 or LESS than $50,000.00, a Payment

Bond and Performance Bond will NOT BE REQUIRED. A Bid Guarantee in the

form of a Cashier’s or Certified Check or Bid Bond and the Certificate of Insurance

however, WILL BE REQUIRED. Under the above conditions, the successful bidder

for the____________________________________________________ project is

hereby advised that the total contract price will be paid in ONE PAYMENT upon

completion and acceptance of the project by the City of Laredo. Cashier’s checks

are not to be released until a contract for the project has been approved by City

Council and signed by the City Manager.

Any other division or section of this project’s specifications having reference to

Bid Guarantee, Cashier’s or Certified Check, Bid Bond, Payment Bond, or Performance

Bond, or having mention at all, to the requirements of bonds, is hereby amended to

concur with the above conditions ONLY when the base bid is LESS THAN $50,000.00.

Bidders are advised to contact the City Engineering Department at 1110 Houston Street,

Laredo, Texas, 78040, telephone number (956) 791-7346, for visits to project site, and for

any additional information required on the project.

Contractor’s attention is directed to Special Provision 000-6233, “Important

Notice to Contractors” and “Statement of Materials and Other Charges” which will be

included in all projects, beginning with the September 1991 letting. These establish the

procedures whereby the Contractor will be permitted to obtain an exemption from the

sales tax on certain materials. See Comptroller’s Rule 2.291 and Texas Tax Code

Chapter 151, as mended by House Bill Number 11, Acts 1991, 72nd Legislature, First

called Session. The Contractor will be required to separate the charges for materials from

all other charges and will be furnished an Exemption Certificate of reach contract the

Department. Also, the Contractor must issue resale certificates to suppliers. Sales tax

permit applications and information regarding resale certificates may also be obtained by

calling the State Comptroller’s toll free number 1-800-252-5555.

Page 42 of 138

http://www.cityoflaredo.com/bids.html

ADVISE TO BIDDERS

Project:

The Contractor’s attention is directed to the State of Texas Comptroller of Public

Accounts Limited Sales Excise and Use Tax Rules and Regulations, Paragraph 3 of

Ruling No. 9. Repairmen and Contractors (amended April 3, 1972). Reference Article

20.01 (T). Upon compliance with certain conditions, this ruling provides for exemption

from this tax of materials incorporated into work done for an exempt agency under a

Contract. The City is an exempt agency.

Any Bidder may elect to exclude this sales tax from his bid. If the Bidder submitting the

lowest acceptable bid for performing the work on this project elects to comply with the

above ruling on any bid item included in this Contact by obtaining any necessary permit

or permits from the State Comptroller allowing the purchase of material for incorporation

into this project without having to pay the Limited Sales, Excise and Use Tax at the time

of purchase, he shall upon Award of Contract submit a statement in satisfactory form in

which his bid prices to the City for materials are listed separately from all other charges,

either by bid item or by total as required by the comptroller. This statement shall be

included in and made part of the Contract.

The City will make no further allowance for and will make no price adjustment above or

below the originally bid unit price on account of this tax. It shall be the Contractor’s sole

responsibility, if he elects to exclude the sales tax from his bid, to comply with the

aforementioned Ruling No. 9 and with any other applicable rules, regulation, or laws

pertaining to the Texas Limited Sales, Excise and Use Tax which may now or at any time

during the performance of this Contract be in effect, and the City shall have no

responsibility for any sales or use tax which the Contractor may be required to pass as a

result of his failure or the City’s failure to comply with said rules, regulations or laws, or

as the result of the performance of the Contract or any part thereof by the Contractor.

Bidders are cautioned that materials which are not permanently incorporated into the

work are not eligible for exemption and are not to be included in the statements as

“Materials” (example: fuel, lubricants, tools, forming materials, etc.).

"CDBG De Llano Park Improvements"CDBG Freddie Benavides Park Improvements

Page 43 of 138

BID PROPOSAL

To: The City of Laredo, Texas

Honorable Pete Saenz, Mayor

From:

Contractor

Address:

Phone:

Fax: ________________________

Project:

Pursuant to Notice to Bidders, the undersigned bidder hereby proposes to furnish the

labor, materials, and equipment in accordance with the plans and specifications, general

conditions of the agreement, special provisions of the Agreement, and Addenda, if any.

The bidder binds himself upon acceptance of his proposal to execute a contract and bonds

accompanying form of performing and completing the said work within the time stated as

required by the detailed specifications at the following unit prices. The quantities shown

below are based on the Engineer’s estimate of quantities and it is agreed that the

quantities may be increased or diminished, and may be considered necessary in the

opinion of the City of Laredo, Texas to complete the work fully as planned and

contemplated, and that all quantities of work, either increased or decreased, are to be

performed at the unit prices set forth below (except as provided in the General Conditions

of the Agreement or the specifications, the contract documents).

Acknowledgment of Addenda: (Please initial and date):

Addendum No. 1:

Addendum No. 2:

Addendum No. 3:

Addendum No. 4:

Addendum No. 5:

Acknowledgment of other documents: (Please initial and date):

Wage Determination:

Labor Provisions:

Affirmative Action Program:


Page 44 of 138

Project:

Form of Non-Collusive Affidavit

A F F I D A V I T

STATE OF TEXAS {}

COUNTY OF WEBB {}

being first duly sworn, deposes and says

That he is

(a Partner of Officer of the firm of, etc.)

the party making the foregoing proposal or bid, that such proposal or bid is genuine and

not collusive or sham; that said Bidder has not colluded, conspired, connived or agreed,

directly or indirectly, with any Bidder or Person, to put in a sham bid or to refrain from

bidding, and has not in any manner, directly or indirectly, sought by agreement or

collusion, or communication or conference, with any person, to fix the bid price or affiant

or of any other Bidder or to fix any overhead, profit or cost element of said bid price, or

of that of any other Bidder, or to secure any advantage against the City of Laredo or any

person interested in the proposed Contract; and that all statements in said proposal or bid

are true.

Signature of (Print and Sign)

Bidder, if the Bidder is an individual

Partner, if the Bidder is a Partnership

Officer, if the Bidder is a Corporation

Subscribed and sworn before me this day of , 20 .

Notary Public

My Commission expires

_______


Page 45 of 138

INFORMATION TO CONTRACTORS

PROJECT:

The Contractor’s attention is directed to Special Provision 000-6233, “Important Notice

to Contractors”, and “Statement of Materials and Other Charges” which will be included

in all projects, beginning with the September, 1991 letting. These establish the

procedures whereby the Contractor will be permitted to obtain an exemption from the

sales tax on certain materials. See Comptroller’s Rule 3.291 and Texas Tax Code,

Chapter 151, as amended by House Bill Number 11, acts 1991, 72nd Legislature, First

Called Session. The Contractor will be required to separate the charges for materials

from all other charges and will be furnished an Exemption Certificate for each contract by

the Department. Also the Contractor must issue resale certificates to suppliers. Sales tax

permit applications and information regarding resale certificates may be obtained by

calling the State Comptrollers’ toll fee number 1-800-252-5555.

Issued 10/29/91


Page 46 of 138

SPECIAL PROVISION

No. 000-6233

IMPORTANT NOTICE TO CONTRACTORS

The Contractor’s attention is directed to Rule 3.291, paragraphs (a) (1), defining

separated contracts, subsection (b) (3) discussing separated contracts, and subsection (c)

discussing exempt contracts. Reference: Texas Tax Code, Chapter 151.

Contractors should note those organizations in subsection (c) that the rule shows as being

exempt no longer qualify for the exemption. The rule states that contractors improving

realty for organizations listed in Texas Tax Code 151.309 and 151.310 are exempt from

tax. THIS IS NO LONGER TRUE EFFECTIVE WITH CONTRACTS SIGNED ON OR

AFTER AUGUST 15, 1991.

Only those contracts with school districts and nonprofit hospitals qualify

for the exemption discussed in subsection (c) of Rule 3.291.

The Comptroller is amending the rule to reflect this change.

If the low bidder elects to operate under a separated contract as defined by Rule 3.291, by

obtaining the necessary permits from the State Comptroller’s office allowing the purchase

of materials for incorporation in this project without having to pay the Limited Sales and

Use Tax at the time of purchase, the low bidder shall identify separately from all other

charges the total agreed contract price for materials incorporated into the project. This

form shall be filled out by the low bidder in each of the two bound copies of the contract.

Total materials shall only include materials physically incorporated into the realty.

If the Contractor operates under a “separated contract”, the Department will furnish the

Contractor with an exemption certificate for the applicable materials.

In order to comply with the requirements of Rule 3.291, as mentioned above, it will be

necessary for the Contractor to obtain a sales tax permit.

It will also be necessary that the contractor issue resale certificates to his suppliers.

Page 47 of 138

Sales tax application for a sales tax permit and information regarding resale certificates

may be obtained by writing to:

Comptroller of Public Accounts

Capital Station

Austin, Texas 78774

The Contractor may also receive information or request sales tax permit applications by

calling the State Comptrollers’ toll free number 1-800-252-5555.

Subcontractors are eligible for sales tax exemption if the subcontract is made in such

manner that the charges for materials is separated from all other charges. The procedure

described above will effect a satisfactory separation. When subcontractors are handled in

this manner, the Contractor must issue a resale certificate to the subcontractor and the

subcontractor, in turn, must issue a resale certificate to his supplier.

Page 48 of 138

STATEMENT OF MATERIALS AND OTHER CHARGES

PROJECT:

MATERIALS INCORPORATED INTO THE PROJECT: $

ALL OTHER CHARGES: $

*TOTAL: $

*This total must agree with the total figure shown in the Item and Quantity Sheets in the

bound contract.

For purposes of complying with the Texas Tax Code, the Contractor agrees that the

charges for any material incorporated into the project in excess of the estimated quantity

provided for herein will be no less than the invoice price for such material to the

Contractor.

NOTE:ONLY THE COPY OF THIS FORM IN THE BOUND CONTRACTS IS TO BE

FILLED OUT.


Page 49 of 138

INFORMATION FROM BIDDERS

MUST BE COMPLETED AND SUBMITTED WITH BID PROPOSAL

Project:

Statement of Qualifications: (Similar Projects Completed by Bidder)

1. Name of Project:

Value of Contract:

Date Completed:

2. Name of Project:

Value of Contract:

Date Completed:

3. Name of Project:

Value of Contract:

Date Completed:

Experience Data: (Include name and experience record of the Superintendent)

Financial Status: A confidential financial statement will be submitted by the

apparent successful low Bidder only if the Owner deems it

necessary.

NOTE: TO BE SUBMITTED UPON REQUEST

IS NOT AN ACCEPTABLE ANSWER.


Page 50 of 138

Project:

Proposed Progress Schedules:

Data on Equipment to be used on the Work: (Include the number of machines, the type,

capacity, age and conditions and location)

Subcontractors: (Submit a list of proposed Subcontractors. List sources, types and

manufacturers of proposed materials)

NOTE: TO BE SUBMITTED UPON REQUEST

IS NOT AN ACCEPTABLE ANSWER.


Page 51 of 138

CITY OF LAREDO

ENGINEERING DEPARTMENT

BID SCHEDULE

PROJECT: CDBG FREDDIE BENAVIDES IMPROVEMENTS

Item

No.

Estimated

Qty.

Unit

Description of item with

Unit Price Written in Words

Unit Price

(in numbers & words)

Amount

1 1 L.S. Furnish all labor, equipment,

materials, and all other terms

necessary to construct the

improvements per the

Construction Documents

(specs and drawings) dated

9/10/19.

2 1 EA Allowance No. 1 -

Construction Contingency

Allowance

$5,000.00

TOTAL BASE BID AMOUNT_____________________________________________

TOTAL BASE BID WRITTEN IN WORDS:

DEDUCT ALTERNATE NO. 1 AMOUNT ___________________________ Shade Canopy #1

DEDUCT ALTERNATE NO. 2 AMOUNT __________________________ Shade Canopy #3



DEDUCT ALTERNATE NO. 5 AMOUNT __________________________ New Area Lighting

Contractor

Signature Title

Address City/State Zip Code

Phone Number:( )

Email:

Date:

NOTE: ALL BID ITEMS WILL BE PAID FOR WHEN COMPLETE IN PLACE,

TESTED, AND ACCEPTED BY THE OWNER.

BID BOND

Project:

KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned

as Principal, and as

Surety, are hereby held and firmly bound unto

as Owner in the penal sum of

for payment of which, well and truly to be made, we hereby jointly an severally bid

ourselves, our heirs, executors, administrations, successors and assigns.

Signed, this day of , 20 .

The condition of the above obligation is such that whereas the Principal has submitted to

a certain Bid,

attached hereto and hereby made a part hereof to enter into a Contract in writing for the

NOW, THEREFORE,

(a) If said Bid shall be rejected, or in the alternate,

(b) If said Bid shall be accepted and the Principal shall execute and deliver a

Contract in the Form of Contract attached hereto (properly completed in

accordance with said Bid) and shall furnish a bond for his faithful

performance of said Contract, and for the payment of all persons

performing labor or furnishing materials in connection therewith, and shall

in all other respects perform the Agreement created by the acceptance of

said Bid,

then this obligation shall be void, otherwise the same shall remain in force and

effect; it being expressly understood and agreed that the liability of the Surety for any and

all claims hereunder shall, in no event, exceed the penal amount of this obligation as

herein stated.


Page 53 of 138

The Surety, for value received, hereby stipulates and agrees that he obligations of

said Surety, and its bonds shall be in no way impaired or affected by any extension of the

time within which the Owner may accept such Bid; and said Surety does hereby waive

notice of any such extension.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and

seals and such of them as are corporations have caused their corporate seals to be hereto

affixed and these presents to be signed by their proper officers, the day and year first set

fourth herein.

(L.S.)

Principal (Print and Sign)

Surety

By:

Page 54 of 138

CHECKLIST FOR BIDDERS

Project:

All information required by the terms of the Bid Documents must be furnished.

MISTAKES OR OMISSIONS CAN BE COSTLY AND CAN RESULT IN THE

REJECTION OF YOUR BID. Important items for you to check are included in but not

limited to, those listed below. This checklist is furnished only to assist you in submitting

a proper bid. Check as you read. DO NOT INCLUDE THIS CHECKLIST WITH

YOUR BID.

[ ] Have you acknowledged receipt of all addenda to the plans and specifications?

[ ] Is your bid properly signed? (Refer to Bid Documents)

[ ] If a bid guarantee is required, is it included in your bid? (A late bid guarantee is

treated the same as a late bid)

[ ] Is your bid guarantee in the proper amount? (Usually 5% of total bid price)

[ ] Your bid guarantee must be original in the form of a Bidder’s Bond, a

Certified Check or Cashier’s Check.

[ ] If your bid guarantee is in the form of a Bidder’s Bond, is the bond properly

signed by both the bidder and surety and are all required seals affixed?

[ ] Is the surety company qualified and licensed by the State of Texas as required by

the provisions of the bid documents?

[ ] Is the name in which you submitted the bid the same on your bid proposal as on

the Bidder’s Bond?

[ ] If required have you entered a unit price for each bid item?

[ ] If required have you entered the unit price or lump sum price in both words and

figures? (Unit Price or Lump Sum price in words govern)

[ ] Are decimals in unit prices in the proper places? Are your figures legible?

[ ] Are the extensions of your unit prices, and your total bid price correct?

[ ] Is proposal being submitted complete together with Information from Bidders?

[ ] Are all erasures or corrections initialized by the person signing the bid or by an

authorized representative of the person signing the bid.


Page 55 of 138

SAMPLE CONTRACT FOR CDBG PROJECTS

SECTION 1. CONTRACT PERIOD AND PARTIES

A. This contract is made this ___ day of ________ between the City of Laredo, hereinafter termed the City,

and _______________ Laredo, Texas termed the Contractor.

B. Contractor further agrees to begin work on or before the tenth (10th) day following the date set by the

City in the written notice to proceed and to complete the work within (____) calendar days.

SECTION 2. CONTRACT AMOUNT

A. The City agrees to pay the Contractor the sum of $______________________.

SECTION 3. CONTRACTOR PERFORMANCE

A. Contractor agrees to provide all labor, equipment, and materials for the purchase and installation of

___________________________________and furnish all necessary materials, supplies, machinery,

equipment, tools, supervision, labor, insurance, applicable permits, and other accessories and services,

and whatever else may be necessary to complete the said installation in accordance with the

specifications listed in the proposal. All scope of services shall be in accordance with the provisions of

the bid and submitted by __________________ which are made a part of this contract.

B. The Contractor certifies that it is fully equipped and competent to perform the work in accordance with

the provisions of the Specifications titled and the specifications by the city for this project which are

made a part of this contract.

C. The Contractor will adhere to the contract time. If the work should take longer than contract time

specified in Section 1 of this contract, the Contractor agrees to pay to the City, as liquidated damages,

the sum of two hundred dollars ($200.00) for each calendar day that the work takes beyond said (___)

calendar days.

D. The contractor also agrees to a drug-free workplace as per The Drug-Free Workplace Act of 1988 (41

U.S.C.701 et seq.) and HUD’s implementing regulations at 24 CFR part 24.

SECTION 4. CONTRACTOR ASSURANCES

A. Contractor assures and guarantees that Contractor possesses the legal authority to enter into this

contract, to receive funds authorized by this contract, and to perform the services Contractor has

obligated itself to perform hereunder.

B. The person or persons signing and executing this contract on behalf of the Contractor, or representing

themselves as signing and executing this contact on behalf of the Contractor, do hereby warrant and

guarantee that he/she has been duly authorized by the Contractor to execute this contract on behalf of the

Contractor and to validly and legally bind the Contractor to all terms, performances, and provisions

herein set forth.

C. The Contractor shall not employ, award contract to, or fund any person that has been debarred,

suspended, proposed for debarment, or placed on ineligibility status by the U.S. Department of Housing

and Urban Development. In addition, City shall have the right to suspend or terminate this contract if

the Contractor is debarred, suspended, proposed for debarment, or ineligible from participating in this

CDBG funded project.

SECTION 5. DISBURSEMENT OF FUNDS

A. The City agrees to pay the Contractor in accordance with either of the following schedules: Page 56 of 138

of 9

1. Payment in full upon satisfactory completion of the entire work,

or

2. Progress payments and a final payment. Progress payments are based on the percentage of

completion of acceptable work and proper installation of materials. Final payment will be made

upon satisfactory completion of all work and proper installation of all materials as specified in the

plans, specifications and conditions incorporated into this Contract.

B. All payments are subject to satisfactory intermediate and final inspections by the City and/or the U.S.

Department of Housing and Urban Development. If the City deems it expedient to accept work done at

variance with the plans and specifications of the Contract, an equitable deduction from the Contract

Amount, based solely upon the judgment of the City, shall be made therefrom.

C. The work to be done by the Contractor shall be executed as directed by the plans, specifications, and

conditions and performed in a good and workman like manner. All materials used in the construction,

rehabilitation, renovation and/or improvements of the premises shall be new unless otherwise expressly

set forth in the specifications.

SECTION 6. CITY OF LAREDO OBLIGATIONS

A. Measure of City’s fiscal obligation:

B. In consideration of full and satisfactory performance of the activities referred to in Section 2 of this

contract the City of Laredo shall award, Community Development Block Grant (CDBG) funds totaling

$_______________.

1. The City of Laredo shall not be liable to the Contractor for any costs incurred by the Contractor

that are not strictly in accordance with the terms of this contract.

2. The City of Laredo shall not be liable to the Contractor for any costs incurred or performance

rendered by the Contractor before commencement of this contract or after termination of this

contract.

3. The City of Laredo assumes the responsibilities for environmental review, decision-making, and

other actions in compliance with 24CFR, Part 58.

4. The City will verify that the project adheres to local building code requirements by conducting

progress and completion inspections of construction.

B. Limit of City’s fiscal obligation:

Notwithstanding any other provisions of this contract, the total of all payments and other obligations

incurred by the Contractor under this contract shall not exceed the sum of $______________.

SECTION 7. INSURANCE & PERFORMANCE /PAYMENT BONDS

A. The Contractor shall not commence work under this contract until it has obtained all insurance and until

such insurance has been reviewed by the City of Laredo Risk Manager’s office.

B. The Contractor shall maintain insurance of the types and amounts required by Exhibit “B” attached

hereto and incorporated herein for all purposes for the duration of this contract and shall furnish

Certificates of Insurance for all coverages.

C. The required insurance must be written by a company licensed to do business in the State of Texas at the

time the policy is issued. In addition, the company must be acceptable to the City and all insurance

Page 57 of 138

of 9

(other than Workmen’s Compensation) shall be endorsed to include the City as an additional insured

there under.

D. The City of Laredo shall be named as an additional insured with respect to General and Auto Liability.

A waiver of subrogation in favor of the City of Laredo shall be contained in the workers’ compensation

and all liability policies. All insurance policies shall be endorsed to require the insurer to immediately

notify the City of Laredo of any material change in the insurance coverage. All insurance policies shall

be endorsed to the effect that the City of Laredo will receive at least sixty (60) day notice prior to

cancellation or non-renewal of insurance. All insurance policies, which name the City of Laredo as an

additional insured must be endorsed to read as primary coverage regardless of the application of other

insurance. Insurer must be rated A- or greater by AM Best rating with an admitted carrier licensed by

the Texas Department of Insurance. All liability policies shall contain no cross liability exclusion or

insured versus insured restrictions.

E. The Contractor shall not cause any insurance to be canceled nor permit any insurance to lapse. All

insurance certificates shall include a clause to the effect that the policy shall not be canceled or reduced,

restricted, or limited until thirty (30) days after the City has received written notice as evidenced by

return receipt or registered or certified letter. Certificates of Insurance shall contain transcripts from the

proper office of the Insurer, evidencing in particular those insured, the extent of the insurance, the

location and the operations to which the insurance applies the expiration date and the above-mentioned

notice of cancellation clause.

F. As to any work exceeding $100,000, Contractor must provide a performance bond in the amount of

the Contract made payable to City, executed by a corporate surety acceptable to City who is licensed

pursuant to the Texas Insurance Code in the full amount of the contract price. The bond must be in a

form acceptable to City, and provide for automatic yearly renewals until the work is formally accepted

by the City, and must further provide that the surety must indemnify the obligee for all damages or

losses resulting from the principal's default. The bond must guarantee the principal's performance of

all terms and obligations under this Contract. The bond must have attached thereto a Power of

Attorney as evidence of the authority of the person executing the bond to bind the surety. The bond

must be furnished in compliance with the statutory requirements of the Texas Government Code,

chapter 2253 and must be executed and delivered to City before beginning any Work.

G. Before beginning any Work exceeding $50,000, Contractor must provide a payment bond in the

amount of the work as security for all persons supplying labor and material in the performance of

this Contract. The bond must be executed by a corporate surety acceptable to City that is licensed

under the Texas Insurance Code in the full amount of the contract price. The bond must be in a form

acceptable to City and must have attached thereto a Power of Attorney as evidence of the authority of

the person executing the bond to bind the surety. This bond must comply with the Texas

Government Code Chapter 2253 and Texas Property Code Chapter 53.

H. Contractor shall furnish the City with four (4) original copies of performance and payment bonds upon

execution of the contract.

SECTION 8. LITIGATION AND CLAIMS

A. Contractor indemnifies the City against any loss, damage, personal injury or death caused by the

negligent acts or omissions of contractor, its agents or employees arising out of the work contracted for

and the consumption or use of the products sold; provided, however, that nothing contained herein

requires the Contractor to defend or indemnify City for losses, damages, injuries, or death arising out of

negligence of the City, its agents or, employees. Page 58 of 138

of 9

B. In the event that any claim, demand, suit, or other action is made or brought by any person, firm,

corporation, or other entity against the Contractor, arising out of its performance of this contract, the

Contractor shall give written notice thereof, to the City (within two (2) working days after being

notified) of such claim, demand, suit, or other action. Such notice shall state the date and hour of

notification of any such claim, demand, suit, or other action; the names and addresses of the person,

firm, corporation, or other entity making such claim or that instituted or threatened to institute any type

of action or proceeding, the basis of such claim, action, or proceeding; and the name of any person

against whom such claim is being made or threatened. Such written notice shall be delivered either

personally or by mail and shall be directly sent to the Purchasing Manager and the City Attorney.

C. In the event of any legal dispute involving this contract, venue shall lie in Webb County, Texas.

SECTION 9. SUSPENSION/TERMINATION OF CONTRACT

A. The City may suspend or terminate this contract in whole or in part, in accordance with 2 CRF Part

200.338- 200.342 and this section, in the event that the Contractor, as determined by the City, materially

fails to comply with any term of this contract. The City may take one or more of the following actions,

as appropriate in the circumstances:

1. Temporarily withhold cash payments pending correction of the deficiency by the Contractor or take

more severe enforcement action against Contractor;

2. Disallow (that is, deny both use of funds and matching credit for) all or part of the cost of the

activity or action not in compliance;

3. Wholly or partly suspend or terminate the current award for the contractor;

4. Withhold further CDBG awards from Contractor;

5. Any CDBG funds invested in a project that is terminated before completion, either voluntarily or

otherwise, must be repaid by the Contractor to the city.

6. Take other remedies that may be legally available as determined by the City to comply with terms of

this contract.

7. Initiate suspension or debarment proceeding as authorized under 2 CFR Part 180 and Federal

awarding agency regulations.

B. Hearings and appeals: In taking an enforcement action, the awarding agency will provide the contractor

an opportunity for such hearing, appeal, or other administrative proceeding to which the contractor is

entitled under any statute or regulation applicable to the action involved.

C. Effects of suspension and termination: Costs of Contractor resulting from obligations incurred by the

Contractor during a suspension or after termination of an award are not allowable unless the awarding

agency expressly authorizes them in the notice of suspension or termination or subsequently. Other

Contractor costs during suspension or after termination which are necessary and not reasonably

avoidable are allowable if:

1. The costs result from obligations which were properly incurred by the Contractor before the

effective date of suspension or termination, are not in anticipation of it, and, in the case of a

termination, are noncancellable, and,

2. The costs would be allowable if the award were not suspended or expired normally at the end of the

funding period in which the termination takes effect. Page 59 of 138

of 9

D. Relationship to debarment and suspension: The enforcement remedies identified in this section,

including suspension and termination, do not preclude a Contractor from being subject to 2 CFR part

2424 (see §85.35).

E. The agreement may also be terminated for the grantee’s convenience, consistent with 24 CFR 85.44.

Except as provided in §85.43 awards may be terminated in whole or in part only as follows:

1. By the awarding agency with the consent of the Contractor in which case the two parties shall

agree upon the termination conditions, including the effective date and in the case of partial

termination, the portion to be terminated, or

2. By the Contractor upon written notification to the City, setting forth the reasons for such

termination, the effective date, and in the case of partial termination, the portion to be

terminated. However, if, in the case of a partial termination, the City determines that the

remaining portion of the award will not accomplish the purposes for which the award was made,

the City may terminate the award in its entirety under either §85.43 or paragraph (a) of this

section.

SECTION 10. INDEMNIFICATION

A. Contractor shall and does hereby agree to indemnify and hold harmless the City from any and all

damages, loss, liability of any kind, whatsoever, by reason of injury to third person(s) occasioned by

any negligent act, error, or omission of contractor, its officers agents, employees, or other persons

for whom contractor is legally liable, in rendering or failing to render professional services with

regard to the performance of this contract. Contractor will at its own cost and expense defend and

protect the City against any and all such claims demands.

SECTION 11. INSPECTIONS

A. The City of Laredo and the Department of Housing and Urban Development representatives shall be

permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials, and other

relevant data and records.

SECTION 12. CHANGES AND AMENDMENTS

A. This contract may not be altered or changed, in any way, except by an amendment/change order, which

is in writing and signed by both parties. However, any alterations, additions, or deletions to the terms of

this contract which are required by changes in Federal or state law or regulations are automatically

incorporated into this contract without written amendment hereto, and shall become effective on the date

designated by such law or regulation.

SECTION 13. CONFLICT OF INTEREST

A. The contractor will ensure that no employee, officer, or agent may participate in the selection, award, or

administration of a contract supported by Federal funds if a real or apparent conflict would be involved.

Such a conflict would arise when any of the following parties has a financial or other interest in the firm

selected for an award:

• An employee, officer, or agent of the Contractor;

• Any member of an employee's, officers, or agent's immediate family;

• An employee's, agent's, or officer's partner; or

• An organization which employs or is about to employ any of the in the preceding section.

B. The Contractor agrees to adhere to the City of Laredo Conflict of Interest policy found in the Code of

Ethics for the City of Laredo (Section 2).

Page 60 of 138

of 9

SECTION 14. OTHER FEDERAL CLAUSES

A. Debarment:

The contractor shall not enter into any subcontract with any subcontractor who has been debarred,

suspended, declared ineligible, or voluntarily excluded from the participation in contacting programs by

any agency of the United States Government or the State of Texas. The contractor is fully responsible

for the acts and omissions of the subcontractors, and of persons either directly or indirectly employed by

them. The contractor shall inform the City of all subcontractors to be hired by the contractor prior to the

initiation of work in this project.

A contract award (see 2 CFR 180.220) must not be made to parties listed on the government wide

Excluded Parties List System in the System for Award Management (SAM), in accordance with the

OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR Part 1986 Comp., p.

189) and 12689 (3 CFR Part 1989 Comp., p. 235), ‘‘Debarment and Suspension.’’ The Excluded Parties

List System in SAM contains the names of parties debarred, suspended, or otherwise excluded by

agencies, as well as parties declared ineligible under statutory or regulatory authority other than

Executive Order 12549.

B. Labor Standards:

The contractor agrees to comply with the requirements set by the U.S. Dept. of Housing and Urban

Development in regard to 1.) labor standard provisions, including the Davis Bacon prevailing wage

requirements, the Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708) proving for

overtime pay and requiring working surroundings to not be unsanitary, hazardous or dangerous, the

Copeland Act providing for the submittal of payroll reports, and permissible deductions, as well as the

Fair Labor Standards Act; 2.) employment and contracting requirements including Section 3

compliance, and the Copeland Anti-Kickback Act (40 U.S.C. 3145), and 3.) equal opportunity and anti-

discrimination requirements. These are detailed in the Terms and Conditions attached as Exhibit “C”.

C. Equal Employment Opportunity:

During the performance of this contract, the contractor agrees as follows:

(1) The contractor will not discriminate against any employee or applicant for employment

because of race, color, religion, sex, or national origin. The contractor will take affirmative action to

ensure that applicants are employed, and that employees are treated during employment without regard

to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the

following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff

or termination; rates of pay or other forms of compensation; and selection for training, including

apprenticeship. The contractor agrees to post in conspicuous places, available to employees and

applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination

clause.

(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the

contractor, state that all qualified applicants will receive considerations for employment without regard

to race, color, religion, sex, or national origin.

(3) The contractor will send to each labor union or representative of workers with which he has a

collective bargaining agreement or other contract or understanding, a notice to be provided advising the

said labor union or workers’ representatives of the contractor’s commitments under this section, and

shall post copies of the notice in conspicuous places available to employees and applicants for

employment.

(4) The contractor will comply with all provisions of Executive Order 11246 of September

24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.

Page 61 of 138

of 9

(5) The contractor will furnish all information and reports required by Executive Order 11246 of

September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto,

and will permit access to his books, records, and accounts by the administering agency and the Secretary

of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.

(6) In the event of the contractor’s noncompliance with the nondiscrimination clauses of this contract or

with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended

in whole or in part and the contractor may be declared ineligible for further Government contracts or

federally assisted construction contracts in accordance with procedures authorized in Executive Order

11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as

provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the

Secretary of Labor, or as otherwise provided by law.

(7) The contractor will include the portion of the sentence immediately preceding paragraph (1) and the

provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by

rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order

11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor

or vendor. The contractor will take such action with respect to any subcontract or purchase order as the

administering agency may direct as a means of enforcing such provisions, including sanctions for

noncompliance: Provided, however, That in the event a contractor becomes involved in, or is threatened

with, litigation with a subcontractor or vendor as a result of such direction by the administering agency

the contractor may request the United States to enter into such litigation to protect the interests of the

United States. The applicant further agrees that it will be bound by the above equal opportunity clause

with respect to its own employment practices when it participates in federally assisted construction

work: Provided, That if the applicant so participating is a State or local government, the above equal

opportunity clause is not applicable to any agency, instrumentality or subdivision of such government

which does not participate in work on or under the contract. The applicant agrees that it will assist and

cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance

of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and

relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary

of Labor such information as they may require for the supervision of such compliance, and that it will

otherwise assist the administering agency in the discharge of the agency’s primary responsibility for

securing compliance.

The applicant further agrees that it will refrain from entering into any contract or contract modification

subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has

not demonstrated eligibility for, Government contracts and federally assisted construction contracts

pursuant to the Executive order and will carry out such sanctions and penalties for violation of the equal

opportunity clause as may be imposed upon contractors and subcontractors by the administering agency

or the Secretary of Labor pursuant to Part II, Subpart D of the Executive order. In addition, the applicant

agrees that if it fails or refuses to comply with these undertakings, the administering agency may take

any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract,

loan, insurance, guarantee); refrain from extending any further assistance to the applicant under the

program with respect to which the failure or refund occurred until satisfactory assurance of future

compliance has been received from such applicant; and refer the case to the Department of Justice for

appropriate legal proceedings.

Subcontracts. Each nonexempt prime contractor or subcontractor shall include the equal opportunity

clause in each of its nonexempt subcontracts.

Page 62 of 138

of 9

D. Rights to Inventions Made Under a Contract or Agreement: If the Federal award meets the definition of ‘‘funding agreement’’ under 37 CFR § 401.2 (a) and the

recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization

regarding the substitution of parties, assignment or performance of experimental, developmental, or research

work under that ‘‘funding agreement,’’ the recipient or subrecipient must comply with the requirements of

37 CFR Part 401.

E. Clean Air Act and the Federal Water Pollution Control Act, as amended: Contracts and subgrants of amounts in excess of $150,000 must agree to comply with all applicable

standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401–7671q) and the

Federal Water Pollution Control Act as amended (33 U.S.C. 1251–1387). Violations must be reported to the

Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA).

F. Energy Efficiency: Contractors must abide by the mandatory standards and policies relating to energy efficiency which are

contained in the state energy conservation plan issued in compliance with the Energy Policy and

Conservation Act (42 U.S.C. 6201).

G. Byrd Anti-Lobbying Amendment (31U.S.C. 1352: Contractors that apply or bid for an award of $100,000 or more must file the required certification (Exhibit

D). Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay

any person or organization for influencing or attempting to influence an officer or employee of any agency,

a member of Congress, officer or employee of Congress, or an employee of a member of Congress in

connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each

tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining

any Federal award.

H. Procurement of Recovered Materials: The contractor must comply with section 6002 of the Solid Waste Disposal Act, as amended by the

Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items

designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247.

I. Record Retention and Reports:

The contractor is responsible for maintaining and making records available as necessary for a period of five

years after the completion of the project. Records include, but are not limited to (1) the project’s contract

and its amendments (if any), (2) an accurate record of expenses supported by request for payments/invoices,

(3) payroll documentation for Contractor and Subcontractors (if any), (4) any other report/record related to

this project.

J. Program Income:

Not applicable to this contract.

K. Reversion of assets:

Not applicable to this contract.

L. Other Program Requirements: The Contractor will carry out its activities in compliance with the requirements of Subpart K of 24 CFR

570, except, however, that the Contractor does not assume the grantee's environmental responsibilities or the

responsibility for initiating the environmental review process under 24 CFR Part 52.

Page 63 of 138

of 9

M. Conditions prohibiting inherently religious activities: If applicable, the Contractor will comply with HUD rules prohibiting the use of CDBG funds for inherently

religious activities as stated in 24 CFR 570.200(j).

EXHIBITS

Exhibit A – BID Information

Exhibit B – Certificate of Insurance & Bonds

Exhibit C – Labor Standards

Signed in multiple originals, on this the ______ day of ________________, 2019.

CONTRACTOR:

__________________________

City of Laredo:

___________________________

City Manager

1110 Houston St.

PO Box 579

Laredo, TX 78042-0579

(956) 791-7302

ATTEST: APPROVED AS TO FORM:

Jose A. Valdez, Jr. Kristina L. Hale

City Secretary City Attorney

Page 64 of 138

of 8

Division A

SECTION A-8

PERFORMANCE BOND

(As required by Chapter 2253, Texas Government Code)

THE STATE OF {}

COUNTY OF {}

KNOW ALL MEN BY THESE PRESENTS: That we (1)

a (2)

of hereafter called Principal and (3)

of , State of

, hereinafter called the Surety, are held and firmly bound unto (4)

of

hereinafter called Owner, in the penal sum of

($ )

Dollars in lawful money of the United Stated, to be paid in (5)

WEBB COUNTY, TEXAS

for the payment of which sum well and truly to be made, we bind

ourselves, our heirs, executors, administrators and successors, jointly and severally,

firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION is such that Whereas, the Principal entered

into a certain Contract with (6)

the Owner, dated the day of a copy of

which is hereto attached and made a part hereof for the Construction of:

(hereinafter called the “Work”)

These notes refer to the numbers in body of Contract above:

Date of Bond must not be prior to Date of Contract.

(1) Correct name of Contractor.

Page 65 of 138

of 8

Division A

(2) A Corporation, or Partnership or an Individual, as case may be.

(3) Correct name of Surety.

(4) Correct name of Owner.

(5) County and State.

(6) Owner.

NOW THEREFORE, if the Principals shall well, truly and faithfully perform the work in

accordance with the Plans, Specifications and Contract Documents during the original

term thereof, and any extensions thereof which may be granted by the Owner with or

without notice to the Surety, and if he shall satisfy all claims and demands incurred under

such Contract, and shall fully indemnify and save harmless the Owner from all costs and

damages which it may suffer by reason of failure to do so, and shall reimburse and repay

the owner all outlay and expense which the Owner may incur in making good any default,

then this obligation shall be void; otherwise to remain in full force and effect.

PROVIDED FURTHER, that if any legal action be filed upon this Bond, venue shall lie

WEBB County, State of Texas, and that the said surety, for value received hereby

stipulates and agrees that no change, extension of time, alteration or addition to the terms

of the Contract or to the work to be performed thereunder or the Specifications

accompanying the same shall in any wise 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 or to the Specifications.

IN WITNESS WHEREOF, this Instrument is executed in six counterparts, each one of

which shall be deemed an original, this the day of .

ATTEST:

(Principal) Secretary PRINCIPAL (Print and Sign)

(Print and Sign)

By:

(SEAL)

Address (State and Zip Code)

Witness as to Principal (Print and Sign) Telephone Number


Page 66 of 138

of 8

Division A

ATTEST:

SURETY: (Surety)

Secretary (Print and Sign)

By:

(SEAL) (Print and Sign)

(Surety) Secretary Address (State and Zip Code)

Telephone No. (Area Code)

(SEAL)

Witness as to Surety (Print and Sign)


Page 67 of 138

of 8

Division A

PAYMENT BOND

(As required by Chapter 2253, Texas Government Code)

THE STATE OF {}

COUNTY OF {}

KNOW ALL MEN BY THESE PRESENTS: That we (1)

(2)

of hereinafter called Principal and (3)

of , State of , hereinafter called

the Surety, are held and firmly bound unto (4) of

hereinafter called Owner, and unto all

Persons, Firms, and Corporations who may furnish materials for, or perform labor upon

the building or improvements hereinafter referred to in the penal sum of

($ )

Dollars in lawful money of the United Stated, to be paid in (5) WEBB COUNTY,

TEXAS for the payment of which sum well and truly to be made, we bind ourselves, our

heirs, executors, administrators and successors, jointly and severally, firmly by these

presents.

THE CONDITIONS OF THIS OBLIGATION is such that Whereas, the Principal entered

into a certain Contract with (6)

the Owner, dated the day of a copy of

which is hereto attached and made a part hereof for the construction of:

(hereinafter called the “Work”)

These footnotes refer to the numbers in body of contract above:

Date of Bond must not be prior to Date of Contract.

(1) Correct name of Contractor.

(2) A Corporation, or Partnership or an Individual, as case may be.

(3) Correct name of Surety.

(4) Correct name of Owner.

(5) County and State.

(6) Owner.

Page 68 of 138

of 8

Division A

NOW THEREFORE, if the Principals shall well, truly and faithfully perform the work in

accordance with the Plans, Specifications and Contract Documents during the original

term thereof, and any extensions thereof which may be granted by the Owner with or

without notice to the Surety, and if he shall satisfy all claims and demands incurred under

such Contract, then this obligation shall be null and void; otherwise to remain in full

force and effect.

This Bond is made and entered into solely for the protection of all claimants supplying

labor and material in the prosecution of the work provided for in said Contract, and all

such claimants shall have a direct right of action under the Bond as provided in Section

2253.073, Texas Government Code.

PROVIDED FURTHER, that if any legal action be filed upon this Bond, venue shall lie

WEBB County, State of Texas, and that no change, extension of time, alteration or

addition to the terms of the Contract or to the work to be performed thereunder or the

Specifications accompanying the same shall in any wise 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 or to the Specifications.

PROVIDED FURTHER, that no final settlement between the Owner and the Contractor

shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

IN WITNESS WHEREOF, this instrument is executed in six counterparts, each one of

which shall be deemed an original, this the day of .

ATTEST:

(Principal) Secretary PRINCIPAL (Print and Sign)

(Print and Sign)

By:

(SEAL)


Witness as to Principal (Print and Sign) Telephone Number

(SEAL)

Surety

Page 69 of 138

of 8

Division A

ATTEST:

(Surety Secretary) (Print and Sign) By:

(Print and Sign)

(SEAL)


Telephone Number

NOTE: If Contractor is Partnership, all Partners should execute Bond.

Page 70 of 138

of 8

Division A

PERFORMANCE - PAYMENT BOND FORM

M-24, 25, Attach. Sa

(SEAL)

Business (Print) Individual Principal (Print and

Sign)

Address (State and Zip Code) Business - Address

Telephone Number (Area Code) Telephone Number (Area Code)

ATTEST:

Corporate Principal

______________________________________

(Print and Sign)

(State and Zip Code) Business Address Name

Telephone Number (Area Code)

Address (State and Zip Code) (Affix Corporate Seal)

By:

(Sign and Print)

ATTEST: Address (State and Zip Code)

______________________________________________ Corporate Surety

(Print and Sign)

_____________________________________________

Business Address

(Affix Corporate Seal)

Telephone:

Page 71 of 138

of 8

Division A

CERTIFICATE AS TO CORPORATE PRINCIPAL

I, , certify that I am the ,

Secretary of the Corporation named as Principal in the within Bond; that

, who signed the said Bond on behalf of the Principal was

then , of said Corporation; that I

know his signature thereof is genuine; and that said Bond was duly signed, sealed, an

attested for and in behalf of said Corporation by authority of its governing body.

Title

Date: (Affix Corporate Seal)

Telephone No.

The rate of premium on this Bond is per thousand. Total of premium

charge

$

NOTE:The above must be filled in by Corporate Surety. Power-of-Attorney of person

signed for Surety company must be attached.

Page 72 of 138

CITY OF LAREDO

INSURANCE PROVISIONS AND LIMITS

Contractor shall provide and continuously maintain the minimum insurance coverages set forth

below during the term of its agreement with the City of Laredo; and Contractor shall require its

subcontractors to purchase the same types and amounts of insurance, at a minimum, as set forth

below with respect to statutory workers ' compensation and liability insurance.

1. Commercial general liability standard ISO insurance at minimum combined single limits of

$1,000,000 per-occurrence and $2,000,000 general aggregate for bodily injury and property damage,

which coverage shall include: products/completed operations ($2,000,000 products/completed

operations aggregate); XCU (explosion, collapse, underground) hazards; and contractual liability.

Without limitation, the commercial general liability coverage must cover all operations required in the

contract, as well as contractual liability for the indemnity obligations assumed by the Contractor in

the contract. Coverage must be written on an occurrence form.

2. Workers' compensation insurance at statutory limits, including employers' liability coverage at

minimum limits of $1,000,000 each-occurrence, each accident/$1,000,000 by disease each- occurrence/$1,000,000 by disease aggregate.

3. Commercial automobile liability insurance at a minimum combined single limit of $1,000,000 per - occurrence for bodily injury and property damage, including non-owned and hired car coverage and

owned vehicles if any are owned .

4. Umbrella liability or following-form excess liability at minimum limits, reference page four for project

costs over $1,000,000. Coverage must be at least as broad as the underlying commercial general

liability, auto liability, and employer's liability.

5. Pollution Legal Liability if applicable:

a) Project costs of $1,000,000 to $10,000,000 and over $10,000,000; reference page four for limits.b) Contractors Pollution Liability:

> Applies to operations that include the use, application, or consumption of pollutants.

> Retro date shall not be later than the inception date of contract.

> Contractual liability coverage to be included in contractor's pollution liability coverage.

c) Environmental Liability:

a. Applies to asbestos and removal of other hazardous materials and/or repair, maintenance,

installation, construction operations that are high hazard.> $5,000,000 per- claim/$10,000,000 aggregate minimum.

> Retro date shall not be later than the inception date of contract.

> Contractual liability coverage to be included in contractor's pollution liability coverage.

> At a minimum, coverage must apply to on-premises and transit operations.

6. Professional liability applies to professional services which include but are not limited to design build

contractors, engineers, and architects at minimum limits of $1,000,000 per-clairn/$2,000,000 annual

aggregate. The retro date shall not be later than the inception date of the contract. Reference page four

for limits based on project cost.

Page 73 of 138

7. Builders Risk if applicable:

a) "All-risk" including collapse, flood, and earthquake, to be written on completed value form.

b) Coverage to include limits of at least $250,000 for off-premises storage and transit of construction

materials. Soft costs to be included at a minimum limit of $500,000.

c) Thirty (30)-day occupancy clause to apply.

d) No testing exclusion should apply.

With reference to the foregoing insurance requirements, Contractor shall specifically endorse applicable

insurance policies as follows:

1. City of Laredo shall be named as an additional insured on a primary and non-contributory basis,

regardless of the application of other insurance, with respect to all liability coverages, except for the

professional liability and workers' compensation.

2. All liability policies shall contain no cross-liability exclusions or insured versus insured restrictions.

3. A waiver of subrogation in favor of City of Laredo shall be contained in all policies.

4. All insurance policies shall be endorsed to require the insurer to immediately notify City of Laredo of

any material change in the insurance coverage.

5. All insurance policies shall be endorsed to the effect that City of Laredo will receive at least thirty

(30) days' notice prior to cancellation or non-renewal of the insurance.

6. The additional insured coverage in the CGL policy in favor of City of Laredo must apply to the

ongoing operations of Contractor for contract costs or up to $1,000,000 and expanded to include

product s/completed operation for contract costs in excess of $1,000,000.

7. Required limits may be satisfied by any combination of primary and umbrella/excess liability insurances.

8. Contractor may maintain reasonable and customary deductibles, subject to approval by City of Laredo.

9. Insurance must be purchased from insurers that are financially acceptable to City of Laredo with a

minimum A.M Best financial rating of A-:VII.

10. Coverage for commercial general liability, professional liability, and pollution legal liability must be

maintained for at least one (I) to two (2) years after the project is completed.

11. For project s in excess of $10,000,000 in cost, a per-project aggregate limit must be included in the

commercial general liability.

Page 74 of 138

All insurance must be written on standard ISO or equivalent forms. Certificates of insurance shall be

prepared and executed by the insurance company, or its authorized agent, shall be furnished to City of

Laredo within five (5) business days of being notified of the award of the contract, and shall contain

provisions representing and warranting the following:

Shall set forth all endorsements and insurance coverages according to requirements and instructions contained herein.

Shall specifically set forth the notice-of-cancellation or termination provisions to City of Laredo.

Copies of all required endorsements must be attached to the certificate of insurance. The certificates

of insurance must be updated and resubmitted to the City of Laredo to show renewal coverages,

as applicable, at least thirty (30) days prior to expiration of any one or more policies.

Upon request, Contractor shall furnish City of Laredo with certified copies of all insurance policies.

All of the above insurance provisions and limits are the minimum requirements, as referenced, and

may be modified at the sole discretion of the City of Laredo.

BONDS

Bonds are required for public works contracts under the following circumstance:

1. A Bid or Proposal Bond is required in the amount of the bid submitted to the City of Laredo.

2. Performance Bond when the contract is in excess of $100,000, in a personal sum equal to 100% of the contract cost.

3. Payment or Labor and Material Bond when a contract is in excess of $50,000, each in a personal sum equal to 100% of the contract cost.

Page 75 of 138

CITY OF LAREDO

INSURANCE PROVISIONS AND LIMITS

CONTRACT COST TYPE OF INSURANCE LIMITS

Less than $1,000,000 Umbrella Liability

Professional Liability

Not Required

$1,000,000 Per-Claim/

$2,000,000 Aggregate

$1,000,000 to $5,000,000 Umbrella Liability


$4,000,000 Per-Occ

$1,500,000 Per·Claim/


$5,000,000 to $10,000,000 Umbrella Liability


$9,000,000 to

$10,000,000 Per-Occ

$1,500,000 Per-Claim/


to $2,000,000 Per·

Claim/$4,000,000

Aggregate

Over $10,000,000 Umbrella Liability


$10,000,000 or Higher

$2,000,000 Per-Claim/


or Higher

$1,000,000 to $10,000,000 Contractor's Pollution Legal Liability $1,000,000 Per-Claim/


Over $10,000,000 Contractor's Pollution Legal Liability $2,000,000 Per-Claim/


TAIL COVERAGE

$1,000,000 to $5,000,000 Commercial General Liability,

Professional Liability, and

Pollution Legal Liability

One (1) Year

Over $5,000,000 Commercial General Liability,

Professional Liability, and

Two (2) Years

Pollution Legal Liability

Any Contract Size Hazardous Environmental Work Two (2) Years

Page 76 of 138

NOTICE OF AWARD

Project:

The City of Laredo has considered the bids submitted for the above described project in response to

its advertisement for bids dated ___________________, 2019, and ______________, 2019, and

related information to Bidders.

You are hereby notified that your bid in the net amount of $____________________ has been

favorable considered for the project by the City Council at its regular council meeting on

______________________, 2019. Pursuant to the information to Bidders you are asked to provide

five (5) original signed contracts and to return the same, along with the required original Certificate

of Insurance, and Payment Bond and Performance Bond within ten (10) days of your receipt of this

Notice, for the approval and signature of the City Manager.

For the purpose of effective date of the required Certificate of Insurance, and the Performance

Bond and the Payment Bond, the date of _________________, 2019, may be considered the date

of the contract, if the Documents are approved by the City Manager.

If you fail to submit the signed Contract Performance and Payment Bonds, and the

Certificate of Insurance within ten (10) working days from your receipt of this Notice, your

bid will be considered as withdrawn and your bid bond will be forfeited, unless an extension

for submittals has been requested in writing and approved by the City.

The Construction Contract time of ______________ (____) working/calendar days is to be

strictly adhered to per Division B Section 1 and contractor agrees to pay liquidated damages

for late completion an amount of $ for each consecutive day exceeding the

contract time allotted.

You are asked to acknowledge receipt of this Notice by signing in the appropriate place below.

Dated this the ____ day of ______________ of 2019.

CITY OF LAREDO ENGINEERING DEPT.

_______________________________

Ramon E. Chavez, P.E.,

City Engineer

ACKNOWLEDGMENT:

Receipt of this Notice is hereby acknowledged

________________________________

Dated this ________________________

__________________________________

Authorized Signature

Title:______________________________

Div-A Notice of Award


Page 77 of 138

NOTICE TO PROCEED

Date:

To:

Project:

In accordance with the construction contract dated you are

hereby authorized to proceed on________________________________________.

Contract time is _________________________ . Completion date for the project is

approximately ________________, ________.

CITY OF LAREDO ENGINEERING DEPT.

Ramon E. Chavez, P.E.

City Engineer

The above NOTICE TO PROCEED is hereby acknowledged by

on this the day of .

Authorized Signature

Typed Name:

Title:


Page 78 of 138

CERTIFICATE OF OWNER’S ATTORNEY

Project:

Awarded by the City Council:

I, the undersigned,______________________, City Attorney the duly authorized and acting legal

representative of THE CITY OF LAREDO, do hereby certify as follows:

I have examined the attached Contract(s) and Surety bonds and the manner of execution thereof,

and I am of the opinion that each of the aforesaid Agreements has been duly executed by the

proper parties thereto acting through their duly authorized representatives; that said

representatives have full power and authority to execute said Agreements on behalf of the

respective parties named thereon; and that the foregoing Agreements constitute valid and legally

binding obligations upon the parties executing the same in accordance with terms, conditions,

and provisions thereof.

City Attorney

Date:


Page 79 of 138

DIVISION B

SECTION 1

CONTRACT TIME & LIQUIDATED DAMAGES

Project:

The Contract Performance for this project shall be______________________( )

calendar days defined in the Specifications under General Provisions, Division C,

Section 1.

The time set forth in the proposal for the completion of the work is an essential element

of the Contract. For each day under the conditions described in the preceding Paragraph

that any work shall remain uncompleted after the expiration of the days specified in the

Contract, together with any additional days allowed, the amount per day given in the

following schedule will be deducted from the money due or to become due the

Contractor, as liquidated damages for late completion of the specified work.

FOR AMOUNT OF CONTRACT

From More Than To and Including Amount of Penalty Per Day over Contract

Time

$0 $100,000 $200

100,000 500,000 400

500,000 1,000,000 550

1,000,000 2,000,000 700

2,000,000 5,000,000 850

5,000,000 10,000,000 1,200

10,000,000 15,000,000 1,500

15,000,000 20,000,000 1,700

20,000,000 Over 20,000,000 2,500


Page 80 of 138

DIVISION B

SECTION 2

EQUAL OPPORTUNITY CLAUSE

PROJECT:

1. The Contractor will not discriminate against any employee or applicant for

employment because of race, religion, color, sex or natural origin. The Contractor will

take Affirmative action to insure that applicants are employed, and that employees are

treated during employment, without regard to their race, creed, color or national origin.

Such action shall include, but not limited to, the following: employment, upgrading,

demotion or transfer; recruitment or recruitment advertising; layoff or termination;

rates of pay or other forms of compensation; and selection of training, including

apprenticeship. The Contractor agrees to post in conspicuous places, available to

employees and applicants for employment, notices to be provided by the contracting

officer setting forth the provisions of the non-discrimination clause.

2. The Contractor will, in all solicitations or advertisements for employees placed by or

on behalf of the Contractor, state that all qualified applicants will receive consideration

for employment without regard to race, religion, color, sex or natural origin.

3. The Contractor will send to each labor union or representative of workers with which

he has a collective bargaining agreement or other contract or understanding, a notice,

to be provided by the agency contracting officer, advising the labor union or worker’s

representative of the Contractor’s commitments under Section 202 of Executive Order

No. 11246, as amended (3CFR 169 (1974) and shall post copies of the notice in

conspicuous places available to employees and applicants for employment.

4. The Contractor will comply with all provisions of Executive Order No. 11246, as

amended, and of the rules, regulations and relevant orders of the Secretary of Labor.

5. The Contractor will furnish all information and reports required by Executive Order

No. 11246, as amended, and by the rules, regulations and orders of the Secretary of

Labor, or pursuant thereto, and will permit access to his books, records and accounts

by the contracting agency and the Secretary of Labor for purposes of investigation to

ascertain compliance with such rules, regulations and orders.

6. In the event of the Contractor’s noncompliance with the nondiscrimination clauses of

this Contract or with any of such rules, regulations or orders, this Contract may be

canceled, terminated, or suspended in whole or in part and the Contractor may be

declared ineligible for further Government contracts in accordance with procedures

authorized in Executive Order No. 11246, as amended, and such other sanctions may


Page 81 of 138

be imposed and remedies invoke as provided in Executive Order No. 11246, as

amended or by rule, regulation or order of the Secretary of Labor, or as otherwise

provided by law.

7. The Contractor will include the Provisions of Paragraph 1 through 7 in every

Subcontract or purchase order unless exempted by rules, regulations or orders of the

Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246, as

amended, so that such provisions will be binding upon each Subcontractor or Vendor.

The Contractor will take such action with respect to any Subcontract or Purchase

Order, as the contracting may direct as a means of enforcing such provisions, including

sanctions for noncompliance: Provided, however, that in the event the Contractor

becomes involved in, or is threatened with, litigation with a Subcontractor or Vendor

as a result of such direction by the contracting agency, the Contractor may request the

United States to enter into such litigation to protect the interest of the United States.

Page 82 of 138

NOTICE:

All persons providing services on this construction project

Shall abide by new rule 110.110 to the TEXAS LABOR

CODE concerning workmen’s compensation insurance

Coverage.

This rule is applicable for building or construction

Contracts advertised for bid by a governmental entity on or

after September 1, 1994.

(copy of rule 110.110 is attached)

Page 83 of 138

DIVISION B

SECTION 4

INSPECTION BY CITY

Project:

The work covered by these Specifications shall at all times be subject to inspection by the

City of Laredo (City) authorized inspectors.

The Contractor shall furnish the City Inspector with every reasonable facility for

ascertaining whether the work performed is substandard and deviates from the

requirements of the plans and specifications. The City Inspector shall have the authority

to halt the construction of any portion of the work not meeting requirements until such

time as said work has been corrected to the satisfaction of the Inspector and the Engineer.

City’s normal working hours are Monday through Friday, not including Saturdays,

Sundays, or legal holidays observed by the City from 8:00 A.M. to 5:00 P.M. The

contractor shall notify the City at least twenty-four (24) hours in advance for any work

that is to be scheduled beyond the limits of the City’s working hours, and the Contractor

shall not begin any such work scheduled unless proper inspection and/or testing has been

pre-arranged with the City, with the cost for such inspection beyond the City’s working

hours borne by the Contractor. However, should the City opt to expedite a project and

chooses a calendar day contract for such endeavor, the City will bear the 8:00 A.M.

to 5:00 P.M. inspection cost only, and the contractor pays for time beyond the city’s

working hours limit.

Payment due for overtime inspection is expected to be processed timely, otherwise

the City may elect to deduct said amount due from the contractor’s monthly

estimate. See Section C-9.02 Scope of Payment.


Page 84 of 138

DIVISION B

SECTION 5

PROJECT SIGN

The general contractor shall erect two (2) signs, unless otherwise noted by the City Engineers, at

the project site identifying the project and indicating that the City of Laredo is participating in the

development of the project.

The project signs shall be substantially in accordance with the drawing printed on the following

page and shall be made from ¾ inch plywood, placed in a prominent location and maintained in

good condition until completion of the project.

THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE PROJECT

CONSTRUCTION SIGN WHEN THE WORK HAS BEEN COMPLETED

Page 85 of 138

DIVISION B

SECTION 7

ILLEGAL DUMPING

The general contractor shall not dispose of any material whatsoever taken from the

project site, onto any areas not considered to be legal dump sites. Materials such as

broken concrete, asphalt, rebar, trash, etc. are to be disposed of properly, i.e. at the city

landfill or as directed by the city engineer. Unless otherwise noted, no material,

including dirt, is to be dumped or place into an existing creek or channel.

The general contractor is hereby instructed to contact the City of Laredo Environmental

Dept. at 956-794-1650 for additional information on illegal dumping city ordinances.

*Building construction debris should be hauled to the Landfill only by a

franchised hauler.

Page 86 of 138

Definition of Terms

Page 1 of 3

DEFINITION OF TERMS

C-1.01 DEFINITION OF TERMS:

Whenever the terms defined herein occur on the Plans, in any other documents or

instrument herein contemplated or to which the Specifications apply, the intent

and meaning shall be as follows:

C-1.02 OWNER: (Or Party of the First Party):

The individual, firm corporation or the political subdivision for whom the

facilities covered by these Plans and Specifications are to be constructed.

C-1.03 CONTRACTOR: (Or Party of the Second Part):

The individual, firm or corporation with whom the Contract is made by the

Owner.

C-1.04 ENGINEER:

City Engineer employed by the Owner, or such other Engineer, or Supervisor

authorized by the City Engineer or the Owner to act on their behalf.

C-1.05 CONSULTANT:

Licensed Engineer or Architect employed by the Owner, and authorized by the

City Engineer or the Owner to act on their behalf. The decisions by the City

Engineer are final.

C-1.06 BIDDER:

An individual, firm or corporation submitting a proposal.

C-1.07 SUPERINTENDENT:

An authorized representative of the Contractor.

C-1.08 INSPECTOR:

An authorized representative of the Owner and Engineer

C-1.09 LABORATORY:

Page 87 of 138

Definition of Terms

Page 2 of 3

A testing laboratory approved by the Owner and Engineer.

C-1.10 CONTRACT:

The Agreement between the Owner and the Contractor covering the furnishing of

all materials and labor necessary to complete the work and consisting of the Plans

and Specifications, together with such supplemental agreements as may be made

from time to time.

C-1.11 WORKING DAY:

A “Working Day” is defined as any day not including Saturdays, Sundays, or any

legal holidays, observed by the City of Laredo, in which weather or other

conditions, not under the control of the Contractor, will permit construction of the

principal units of work for a continuous period of not less than seven (7) hours. If

the contractor opts to work on Saturday, Sunday, or legal holiday requiring

construction inspection, said days are considered working days and charged to the

contract time, and the cost for such inspection borne by the contractor.

C-1.12 WORK:

All structures, services, machinery, equipment, or other facilities that are

described in the Plans and Specifications together with such additions or

modifications as may be ordered by the Owner from time to time.

C-1.13 WORK, ORDER, OR NOTICE TO PROCEED:

A document authorized by the Owner and issued by the Engineer directing the

Contractor to proceed on all or part of the work and a specified date.

C-1.14 CHANGE ORDER:

A supplemental agreement adding to or modifying the Contract, including such

additional Plans and Specifications as necessary to properly describe the required

change.

C-1.15 SURETY:

The corporate body which is bound with the Contractor for the faithful

performance of the work covered by the Contract.

C-1.16 PLANS:

Page 88 of 138

Definition of Terms

Page 3 of 3

The drawings published by the Engineer showing the locations, character,

dimensions and details of the work which are part of the Contract.

C-1.17 SPECIFICATIONS:

The directions, provisions and requirements contained herein pertaining to the

method and manner of performing the work, or to the quantities, or to the qualities

of materials to be furnished under the Contract. The term “Specifications” shall

be deemed to include the Contract Documents, the Special Provisions, the General

Provision, and the Technical Provisions as contained herein, together with all

supplemental agreements and change orders. Specifications are part of the

Contract. Plans take precedence over Specifications if in conflict.

C-1.18 CALENDAR DAYS:

A “Calendar Day” is defined as any day of the week inclusive of Saturdays,

Sundays, and legal holidays.

C-1.19 INSPECTION:

The periodic on site review of the progress of project construction, may be

referred to as progress, pre-final, or final inspection, but in each case of inspection

a “punch-list” of items requiring varying degrees of further work is prepared.

C-1.20 PROJECT ACCEPTANCE:

Condition resulting when all items of construction are complete, inspected for

completion by inspector and engineering staff and approved by City Council.

Note: Items of construction may be approved by inspector and engineering staff as

constructed in place for contractor progress payment purposes, but final

acceptance of project is by City Council action.

C-1.21 RESPONSIBLE BIDDER:

Contractor which has adequate resources to perform a contract, comply with legal

and regulatory requirements, and deliver per contract schedule.

Page 89 of 138

Definition of Abbreviations

Page 1 of 2

DEFINITION OF ABBREVIATIONS

C-2.01 DEFINITION OF ABBREVIATIONS:

Whenever the abbreviations defined herein occur on the Plans, in the

Specifications, Contract, Bond, advertisement, Proposal, or in any other

Instrument herein contemplated or to which the Specifications apply or may

apply, the intent and meaning shall be as follows:

A.S.H.O American Association of State Highways Official

HP Horsepower

K.W. Kilowatt

Am. or Amp. Ampere

KVA Kilovolt

A.S.T.M. American Society for Testing Materials

In. or " Inch or Inches

Lin. Linear

Asph. Asphalt

Lb. or # Pound

Ave. Avenue

A.W.W.A. American Waterworks Association

Max. Maximum

Min. Minimum

MH Manhole

I.P. Iron Pin

B & S. Bell and Spigot

Mono. Monolithic

Blvd. Boulevard

No. Number

B.T.U. British Thermal Unit

% Percent

B.M. Bench Mark

PL Property Line

C.I. Cast Iron

R. Radius

C.C.C. Center to Center

Rein. Reinforced or reinforcing

C/G Curb & Gutter

C.L. Center Line

V.G. Valley Gutter

Con. or Conc. Concrete

Rem. Remove

C.S.P. Concrete Sewer Pipe

Page 90 of 138

Definition of Abbreviations

Page 2 of 2

Rep. Replace

C.M. Circular Mil

R.C.S.D.P. Reinforced Concrete Storm Drain Pipe

C.F.M. Cubic Feet per Minute

C.O. Cleanout

R.P.M. Revolutions per minute

Cond. Conduit Minute

Corr. Corrugated

ROW or R of W Right of Way

Cu. Cubic

Vol. Volume

Culv. Culvert

S.S. Sanitary Sewer

Dia. Diameter

S.D. Storm Drain

D.S. Double Strength

Sq. Square

Dr. Driveway

Std. Standard

Elev. or El. Elevation

T.H.D. Texas Highway Department

F. Fahrenheit

V.C.P. Vitrified Clay Pipe

Ft. or ' Foot or Feet

V Volt

Gal. Gallon

Yd. Yard

S.O.P . Secretaria de Obras Publicas (Mexican Secretaries

of Public Works)

Tex. D.O.T., or TxDOT Texas Department of Transportation

Page 91 of 138

l Instruction to Bidders

Page 1 of 3

INSTRUCTION TO BIDDERS

C-3.01 EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS,

AND SITE OF WORK:

Submission of a Proposal shall constitute prima facie evidence that the Bidder has

carefully examined the site of the proposed work, the Proposal, Contract Forms,

Plans and Specifications, and has satisfied himself as to the character, quality, and

quantity of work to be performed, materials to be furnished, and as to the

requirements of these Specifications, Special Provisions, and Contract.

Any information on the Plans or in the Specifications as to the soil, or material

borings, or tests of existing materials, or location of existing utilities is for the

convenience of the Bidder. The accuracy of the information is not guaranteed,

and no claims for extra work or damages will be considered if it is found during

construction that the actual conditions or locations vary from those indicated on

the Plans or in the Specifications.

C-3.02 INTERPRETATION OF ESTIMATES:

Any estimate of quantities of work to be done and materials to be furnished in the

proposal or on the Plans is given only as a basis of comparison of Proposals and

the Award of the Contract. Such estimate is the result of careful calculation and is

believed to be correct, but the Owner does not expressly, or by implication, agree

that the actual quantities involved will correspond exactly therewith, nor shall the

Bidder plead misunderstanding or deception because of such estimate of

quantities, or of the character, location or other conditions pertaining to the work.

Payment to the Contractor under unit price contracts will be made only for the

actual quantities of work performed or materials furnished in accordance with the

Plans and Specifications, and it is understood that the quantities may be increased

or diminished as hereinafter provided without in any way invalidating the unit bid

prices.

C-3.03 PREPARATION OF PROPOSAL:

The Bidder shall submit his proposal on the forms furnished by the Owner. All

blank space in the proposal form shall be filled in for each and every item for

which quantity is given, and the Bidder shall state the price (typed, or written in

ink, both in words and numerals for which he proposed to do each item of work.

In case of conflict between words and numerals, the words will govern.

The Proposal shall be signed in ink by the person or persons making, or

authorized to make the bid. If the Proposal is offered by an individual, his name

and post office address shall be given. If the proposal is offered by a firm or

Page 92 of 138


Page 2 of 3

partnership, the name and post office address of each member of the firm or

partnership shall be given. If the Proposal is offered by a corporation, the name

and title of the person signing the Proposal, and the post office address of the

corporation shall be given.

Any person signing a Proposal as agent must file with the Owner legal evidence

that he has the authority to do so, and that the signature is binding upon the firm

or corporation.

C-3.04 REJECTION OF PROPOSAL:

A Proposal showing any alterations or of words or figures, erasures, additions not

called for, alternate bids not called for, incomplete bids, condition bids, or

proposals not accompanied by proposal guaranty as required, will be considered

as an irregular bid and may be rejected. The Owner reserves the right to waive

technicalities as to changes, alterations, or reservations, and to make the award to

the best interest of the Owner.

C-3.05 PROPOSAL GUARANTY:

Each Proposal shall be accompanied by an original certified check, cashier’s

check or bid bond in the amount of five (5%) percent of the total amount bid.

Checks shall be made payable unconditionally to the Owner.

C-3.06 DELIVERY OF PROPOSAL:

Each Proposal must be an original and must be sealed, together with the proposal

guaranty, in an envelope plainly marked with the name of the project as shown on

the Notice to Bidders, and the name and address of the Bidder. When submitted

by mail, this envelope shall be placed in another envelope addressed as indicated

in the Notice to Bidders.

Only those proposals actually in the hands of the designated official at the time set

in the Notice to Bidders shall be considered. Proposals submitted by telephone,

telegraph or fax, will NOT be considered.

C-3.07 WITHDRAWAL OF PROPOSAL:

A Bidder may withdraw his proposal provided he submits to the official

designated to receive bids his request in writing to do so prior to the time set for

opening of proposals.

C-3.08 PUBLIC OPENING OF PROPOSALS:

Page 93 of 138


Page 3 of 3

Proposals will be publicly opened and read aloud at the time and place set in the

Notice to Bidders.

C-3.09 COMPETENCY OF BIDDERS:

Before any Contract is awarded, the Owner may require the Bidder to furnish a

complete statement of his financial resources. His experience in similar work, his

equipment available for the work proposed, or any other information necessary to

establish his competency and reliability as a Contractor.

C-3.10 DISQUALIFICATION OF BIDDER:

Any of the following causes may be considered as sufficient for the

disqualification of the Bidder and the rejection of his Proposal:

More than one proposal for the same work from an individual or

corporation under the same or different name.

Evidence of collusion among Bidders.

An unbalanced Proposal.

Failure to submit a unit price for each item of work shown on the

Proposal.

Lack of competency as revealed by the financial statement, experience

record, or plant and equipment statement furnished.

Lack of responsibility as shown by past work judged from the standpoint

of workmanship and progress.

Uncompleted work which, in the judgment of the Owner, might hinder or

prevent the prompt completion of additional work if awarded.

Being in arrears on existing Contracts.

Having defaulted on a previous Contract.

C-3.11 MATERIALS GUARANTY:

Before any Contract is awarded, the Owner may require the Bidder to furnish a

complete statement of the origin, composition or manufacturer of any and all

materials proposed to be used in the work, together with samples, which may be

subjected to tests to determined their quality and fitness for the work.

Page 94 of 138

Award and Execution of Contract

Page 1 of 3

AWARD AND EXECUTION OF CONTRACT

C-4.01 CONSIDERATION OF PROPOSALS:

For the purpose of award, after the proposals are opened and read, the bids

considered the most advantageous to the Owner will be carefully studied. The

bids will then be compared and the results made public. Until the award of the

Contract is made, the Owner reserves the right to reject any or all proposals, to

waiver technicalities, to advertise for new proposals, or to proceed to do the work

otherwise when the best interests of the Owner will be thereby promoted.

C-4.02 AWARD TO CONTRACT:

Contract will not be awarded until the necessary investigations as to the

competency of the low bidder are made. Award of Contract will be made by the

Owner, upon recommendation by the Engineer, to the lowest responsible bidder

meeting the requirements of the Owner. Award of Contract will be made within

ninety (90) days after the opening of proposals, unless stated otherwise in the

Notice to Bidders.

C-4.03 RETURN OF PROPOSAL GUARANTIES:

As soon as the proposal price has been compared the Engineer may, at his

discretion, return the proposal guaranties accompanying in those proposals which,

in his judgment, will not be considered in making the award. When award is

made, the successful bidder’s proposal guaranty only will be retained until after

Contract and Bond have been executed.

C-4.04 PERFORMANCE AND PAYMENT BOND:

Within ten (10) days after Notification of Award of Contract, the successful

bidder shall execute and file with the Owner a separate surety and payment bond

as required by Chapter 93 of the Acts of the Regular Session of the 56th

Legislature of Texas, in the full amount of the contract price as a guarantee of the

faithful performance of the Contract and payment of all obligations which may be

incurred for material and labor used in the work. Bonds shall be executed by a

surety company authorized to do business in the State of Texas on the bond forms

provided in these Documents. Any surety shall be subject to the approval of the

Owner.

Page 95 of 138


Page 2 of 3

C-4.05 EXECUTION OF CONTRACT:

Within ten (10) days after Notification of Award of contract, the successful bidder

shall sign and place in the hands of the Owner the necessary agreement entering

into a Contract with the Owner.

C-4.06 NOTICE TO PROCEED:

The Notice to Proceed shall be issued within ten (10) days of the execution of the

Agreement by the City provided that the Contractor has properly executed and

submitted all Documents required by the City of Laredo within the same period of

time. Should there be reasons why the Notice to Proceed cannot be issued within

such period, the time may be extended by mutual agreement between the City and

Contractor. If the Contractor has submitted all Documents required and the

Notice to Proceed has not been issued within the ten (10) day period or within the

time extension, the Contractor may terminate the Agreement without further

liability on the part of either party. Furthermore, should the Contractor fail to

execute all the requirements within this same ten (10) days period or within the

time extension, the City may terminate the Agreement.

C-4.07

The City of Laredo may make such investigations as he deems necessary to

determine the ability of the Bidder to perform the work, and the Bidder shall

furnish to the City all such information and data for this purpose as the City may

request.

C-4.08 APPROVAL OF CONTRACT:

No Contract shall be binding upon the Owner until it has been signed by the

Owner and returned to the Contractor.

C-4.09 FAILURE TO EXECUTE CONTRACT:

Failure to comply with any of the requirements of these Specifications, to execute

Contract within ten (10) days after notification of work, or to furnish surety as

required, shall be just cause for the annulment of the award. In case of annulment

of award, the proposal guaranty shall become the property of the Owner, not as

penalty, but as a liquidated damage.

Page 96 of 138


Page 3 of 3

C-4.10

After the Notice to Proceed is issued, the Owner shall provide the Contractor with

three (3) complete sets of Plans and Specifications for Contractor’s use during

construction. In the case that additional sets are required, the Contractor shall

make arrangements to obtain the extra sets at his own expense.

C-4.11 RESPONSE TIME DURING THE PROSECUTION OF THE PROJECT:

The contractor shall furnish the owner with three (3) local telephone numbers

where contractor or a responsible representative of contractor can be reached at

any and all time during the prosecution of this project, and especially during

weekends or holidays. Failure of contractor to respond to any such emergency

which causes city personnel, equipment and materials to be used in such

emergency will result in the contractor being charged an amount which shall be

twice the cost incurred by the City in using personnel, equipment and materials to

handle such emergency due to failure of the contractor to do so, and, in addition,

the contractor will be charged a penalty of $500.00 for each emergency to which it

does not respond. In this connection, “failure to respond” means the failure of the

contractor to respond to telephone calls from the relevant staff or owner.

C4-12 – MOBILIZATION AND DEMOBILIZATION

Mobilization shall include all activities and associated costs for transportation of

contractor’s personnel, equipment, and operating supplies to the site; establishment of

offices, buildings, and other necessary general facilities for the contractor’s operations at

the site and premiums paid for insurance, performance and payment bonds, as applicable;

and demobilization for site cleanup of offices, buildings, and other facilities assembled on

the site specifically for this contract.

This work includes mobilization and demobilization required by the contract at the time

of award and which lump sum amount shall not be more than 5% of the adjusted contract

amount of the project.

Payment will be made as the work proceeds up to 90% of the lump sum amount after

presentation of paid invoices or documentation of direct costs by the contractor showing

specific mobilization and demobilization costs and supporting evidence of the charges.

The balance will be included in the final contract payment.

Page 97 of 138

Scope of Work

Page 1 of 3

SCOPE OF WORK

C-5.01 INTENT OF PLANS AND SPECIFICATIONS:

It is the intent of the Plans and Specifications to describe the complete work to be

performed under the Contract. Except as provided on the Plans or in the

Specifications, it is also the intent that the Contractor shall furnish all materials,

supplies, tools, equipment, labor and incidentals necessary to complete the work.

C-5.02 CHANGES AND INCREASED OR DECREASED QUANTITIES OF WORK:

The Owner has the right to make such changes and alterations in the Plans or in

the quantities of work as he may consider necessary or desirable, and such

changes and alterations shall not be considered as a waiver of any condition of the

Contract, nor shall they invalidate any provision thereof. The Contractor shall

perform the work as increased or decreased, and no allowance will be made for

anticipated profits.

Payment to the contractor will be made for the actual quantities of work done and

materials furnished at the unit prices as set forth in the Contract, except as

follows:

When the total cost of work to be done, or of materials to be furnished, is more

than one hundred and twenty-five 125 percent of the total contract price for the

items stated in the Proposal, then either party to the Contract, upon demand, shall

be entitled to a revised consideration on that portion of the work above one

hundred and twenty-five (125%) percent of the total contract price stated in the

Proposal.

When the total cost of work to be done, or of materials to be furnished, is less than

seventy-five (75%) percent on the total contract price for the items stated in the

Proposal, then either party to the Contract, upon demand, shall be entitled to a

revised consideration on the work actually done.

Revised consideration shall be determined by supplemental agreement between

the parties, which supplemental agreement shall be included with, and shall

become a party of, the Contract.

C-5.03 OMITTED ITEMS:

The Owner may, in writing, order the omission from the work of any item found

unnecessary to the project. Such omission shall be subject to all provisions of Par.

C-5.02.

Page 98 of 138

Scope of Work

Page 2 of 3

C-5.04 EXTRA WORK:

When the proper completion of the project requires work for which no quantities

or prices were shown in the Proposal, such work shall be called “EXTRA

WORK” and shall be performed by the Contractor when so directed in writing by

the Owner. “EXTRA WORK” shall be performed in accordance with these

Specifications and as may be directed by the Engineer.

Prices for extra work shall be itemized and covered by a supplement agreement

submitted by the Contractor and approved by the Owner prior to the starting of

such work.

Claims for extra work not authorized in writing by the Owner prior to the

performance thereof will be rejected.

C-5.05 MAINTENANCE OF TRAFFIC:

When the work requires partial or complete closing of any driveway, alley, street,

or roadway, the Contractor shall so schedule and prosecute his work that traffic

will be hindered to a minimum.

C-5.06 REMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS:

All structures and/or obstructions on the site of the work, which are not to remain

in place or which are not to be used in the new construction shall be removed as

directed by the Engineer. Such items of removal are not listed in the Proposal will

not be paid for as separate items; the cost of doing such work shall be included in

the unit price bid for other items.

C-5.07 TOOLS AND ACCESSORIES:

When special wrenches, gauges, or other special tools or accessories are required

to properly maintain and operate any machine or equipment furnished under this

Contract, the furnishing of such tools and accessories shall be deemed to have

been included in the Contract and they shall be furnished by the Contractor

without extra cost to the Owner.

C-5.08 GUARANTEES:

All structural, mechanical and electrical equipment or instrument shall be

guaranteed against mechanical and physical defects, leakage, breakage, or other

damage occurring during normal operation for a period of one (1) year after such

equipment or instruments have been accepted by the Owner. The Contractor shall

Page 99 of 138

Scope of Work

Page 3 of 3

promptly repair or make good, at his own expense, any defect in such equipment

or instruments.

C-5.09 GENERAL GUARANTEE:

All work included in the Contract shall be guaranteed against faulty material or

workmanship for a period of one (1) year after the work has been accepted by the

Owner.

Neither final acceptance of the work, nor final payment thereof, nor occupancy

and use of the work by the Owner shall constitute a waiver of the Owner’s right to

require the Contractor to repair or make good any such faulty materials or

workmanship.

C-5.10 FINAL CLEANING UP:

Upon completion of the work and before acceptance and final payment will be

made, the Contractor shall remove from the site all machinery, equipment, tools,

and materials and shall dispose of all rubbish, temporary structures, and surplus

backfill. The site shall be left in a neat and presentable condition throughout.

Any land area, driveway, sidewalk, alley, street or road (concrete or asphalt)

which has been cut or disturbed during the prosecution of the work shall be

repaired at the Contractor’s expense to a condition at least as good or better as

originally existed.

C-5.11 EXISTING STRUCTURES:

The Plans show the locations of all known surfaces and subsurface structures.

However, the exact location of gas mains, water mains, conduits, sewer etc., is

unknown and the Owner assumes no responsibility for failure to show any of

these structures on the Plans or to show them in their exact location. It is

mutually agreed such failure will not be considered sufficient basis for claims for

additional compensation for extra work or for increasing the pay quantities in any

manner whatsoever, unless the obstruction encountered is such as necessitates, or

requires the building of special work, provision for which is not made in the Plans

and Proposal, in which case the provisions in these Specifications for extra work

shall apply.

Page 100 of 138

Control of Work and Materials

Page 1 of 6

CONTROL OF WORK AND MATERIALS

C-6.01 AUTHORITY OF ENGINEER:

The work will be observed, tested and inspected by the Engineer, and performed

to his satisfaction, in accordance with the Contract, Plans and Specifications. The

Engineer will decide all questions which may arise as to the quality and

acceptability of materials furnished and work performed, as to the manner of

performance and rate of progress of said work, as to the interpretation of the Plans

or Specifications relating to the work, as to the fulfillment of the Contract on the

part of the Contractor and to the rights of different Contractors on the project.

The decisions of the City Engineer will be final.

C-6.02 CITY ENGINEER AS REFEREE:

The City Engineer will act as referee in all questions, arising under the terms of

the Contract between the parties thereto, and his decisions shall be final and

binding.

C-6.03 ADEQUACY OF DESIGN:

It is understood that the Owner selected the Engineer named herein to prepare the

Plans and Specifications, and all supplements thereto, and it is agreed that the

Owner will be responsible for the adequacy of the design, sufficiency of the Plans

and Specifications, and safety of structures, provided the Contractor has complied

with said Plans and Specifications, all modifications thereof, and additions and

alterations thereto approved by the Engineer. The burden of proof shall be upon

the contractor to show that he has fully complied with the Plans and

Specifications, all modifications thereof, and all additions and alterations thereof.

C-6.04 PLANS:

Plans will show the lines, grades, cross sections, details and general features of the

work. Where shop drawings or working drawings are required, they shall be

furnished by the Contractor and approved by the Engineer. Authorized alterations

to the Plans will be endorsed on approved copies of the Plans or shown on

supplementary sheets.

The approval by the Engineer of the Contractor’s shop drawings or working

drawings will not relieve the Contractor of any responsibility under the Contract.

The Contractor shall furnish the Engineer with such blue print copies of shop

drawings or working drawings as may be required for approval and for the

purposes of supervision.

Page 101 of 138


Page 2 of 6

The contract price shall include the cost of furnishing all such prints.

C-6.05 CONFORMITY WITH PLANS:

The finished work shall conform with the lines, grades, cross sections, details and

dimensions shown on the Plans. Such deviations from the Plans as may be

required will, in all cases, be determined by the Engineer and authorized in

wiring.

C-6.06 COORDINATION OF PLANS AND SPECIFICATIONS AND

SUPPLEMENTAL AGREEMENTS:

The Plans, Specifications, and supplemental agreements are essential parts of the

Contract, and a requirement occurring in one is as binding as though occurring in

all. In case of disagreement, Plans shall govern over “Technical Provisions,” and

“Special Provisions” shall govern over “Technical Provisions.” The Contractor

shall not take advantage of any apparent error or omission on the Plans or

Specifications. In the event the Contractor discovers any apparent error or

discrepancy, he shall immediately call upon the Engineer for his interpretation and

decision, and such decision shall be final.

C-6.07 COOPERATION OF CONTRACTOR:

The Contractor shall give the work the constant attention necessary to facilitate

the progress thereof and shall cooperate with the Engineer and with other

Contractors in every way possible.

The Contractor shall have on the work at all times, a satisfactory and competent

English-speaking Superintendent, authorized to receive order, and act for him as

his agent. The Contractor shall designate to the Engineer in writing the name of

such Superintendent, and the designated Superintendent may not be removed from

the work without the written permission of the Engineer.

C-6.08 CONSTRUCTION STAKES:

The Contractor shall furnish and set at his own expense any and all construction

stakes and blue tops as seems necessary for the satisfactory prosecution of the

work.

Any missing construction stakes which have been destroyed by the different utility

companies, vandals and/or the contractor at the time of construction will be

replaced by the contractor at this own expense.

Page 102 of 138


Page 3 of 6

The Engineer may, at his option, make spot or complete checks on all construction

alignment and grades to determine the accuracy of the contractor’s survey work.

These checks, however, will not relieve the Contractor of his responsibility of

constructing the work to the lines and grades as shown on the plans or approved

change orders. Computations, sketches, and other drawings used in the design

and layout of this project will be made available to the Contractor, however these

items will not relieve the contractor of his responsibility.

C-6.09 QUANTITIES OF MATERIALS:

It shall be the responsibility of the Contractor to verify all quantities of materials

shown on the Plans before ordering such materials. Payment is provided for

acceptable materials, and materials rejected due to improper fabrication or excess

quantity or other reasons within the control of the Contractor will not be paid for

regardless of the quantities or dimension shown on the Plans.

C-6.10 APPROVAL OF MATERIALS:

The sources of supply of materials shall be subject to the approval of the

Engineer. Representative samples of materials proposed for use shall be

submitted, if required, for examination and testing by an independent testing

laboratory selected by the City.

Results obtained from testing such samples may be used for preliminary approval,

but will not be used as final acceptance of materials. All materials proposed for

use may be inspected or tested at any time during their preparation or use.

If at any time, it is found that sources of supply which have been approved do not

furnish a product of uniform quality, or if the product becomes unacceptable at

any time, the Contractor shall furnish approved material from another source.

Any material, which after approval has for any reason become unfit for use, shall

not be incorporated into the work.

C-6.11 SAMPLES AND TESTS:

Samples and testing procedures shall conform to the requirements of appropriate

designations of the American Association of State Highway Officials or the

American Society for Testing Materials.

Test for determining the fitness of materials; tests for the purpose of obtaining

preliminary approval of materials; tests for determining concrete mixes will be at

the expense of the Contractor. Tests for the actual control of the work, such as

soil compacting tests and concrete compressive strength test, will be at the

expense of the Owner. Any and all retesting because of failure in soil compaction

Page 103 of 138


Page 4 of 6

or concrete compressive strength tests shall be done at the expense of the

Contractor. Tested and accepted subgrade shall be covered and protected with the

flexible base within a maximum of seven (7) days. Tested and accepted flexible

base shall be primed and cured a minimum of seventy two (72) hours and shall be

cured with asphalt within seven (7) days. Failure to comply with the seven (7)

days limitations may result in the need for re-testing at the Contractors expense

depending on weather conditions and at the discretion of the Engineer. The

Contractor shall provide such facilities as the Engineer may require for conducting

field tests and collecting and forwarding samples. All sampling and testing shall

be under the control of the Engineer and shall be done in laboratories approved by

him.

C-6.12 STORAGE:

Materials shall be stored as to insure the preservation of the quality and fitness for

the work. Material which is not, in the opinion of the Engineer, properly stored

and protected will not be included as material in hand in the estimates.

C-6.13 AUTHORITY AND DUTIES OF INSPECTORS:

Inspectors employed by the Owner shall be authorized to inspect all work done in

any part of the project and all preparation, fabrication, or manufacturer of the

materials to be used.

The Inspector shall be authorized to call to the attention of the Contractor any

failure of the work or materials to conform to the Specifications or the Plans. He

will in no case act as foreman or perform other duties for the Contractor, nor shall

he interfere with the management of the work. In the event the Contractor does

not comply with the requirements of the Owner and the Engineer, he may stop all

work until the non-compliance is corrected.

If the progress of the work becomes unduly delayed because of negligence on the

part of the Contractor, the Inspector shall notify the Owner and the Engineer, who

may require the Contractor to give reasons for the delay. If it is found that the

Contractor is at fault, then it is the prerogative of the Owner to demand correction.

Inspection as provided herein shall not relieve the Contractor from any obligation

to perform the work in conformity with the requirements of the Plan and

Specifications. No Inspector shall be authorized to revoke, alter, enlarge or

release any requirements of the Plans and Specifications, or to issue instructions

contrary to the Plans and Specifications, or to approve or accept any portion of the

work.

The Contractor shall furnish every reasonable facility for ascertaining whether or

not the work is performed in accordance with the Plans and Specifications.

Page 104 of 138


Page 5 of 6

No backfill shall be made unless inspected by the Engineer or the City’s

representative designated in writing and verbal approval of field Engineer is given

to such work; if the Contractor should backfill any work without such inspection

and approval, the Contractor shall remove or uncover such portions of the finished

work as may be directed. After examinations, the Contractor shall restore said

portion of the work to the standard required by the Plans and Specifications.

Should the work thus exposed and examined prove acceptable or unacceptable,

the uncovering or removing and the replacing of the covering or making good of

the parts removed shall be done at the Contractor’s expense.

C-6.14 SUSPENSION OF WORK:

In case of any dispute arising between the Contractor and the Inspector as to

materials furnished or the manner of performing the work, the Inspector shall have

authority to reject materials or suspend work until the question at issue can be

referred to and decided by the Engineer.

If the Contractor refuses to suspend work on verbal order, the Inspector shall issue

a written order to suspend work giving the reason for such suspension. After

placing the order in the hands of the Contractor’s man in charge, the Inspector

shall immediately leave the job. Work done during the absence of the Inspector

shall not be paid for.

C-6.15 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK:

All work which has been rejected or condemned shall be repaired or removed and

replaced as the Engineer may direct, at the expense of the Contractor. Materials

not conforming to the requirements of the Plans and Specifications shall be

removed immediately from the site of the work and replaced with satisfactory

material at the expense of the Contractor.

Work done without lines and grades, work done beyond the lines and grade shown

on the Plans, work done without inspection, or any extra or unclassified work

done without written authority and prior agreement in writing as to the prices will

be done at the Contractor’s risk and will be considered unauthorized. At the

option of the Engineer, such work may not be measured and paid for, or may be

ordered removed and replaced at the expense of the Contractor.

Upon the failure of the Contractor to repair satisfactorily or to remove and replace

rejected, unauthorized, or condemned work or materials immediately after

receiving formal notice from the Engineer, the Owner may at his own option:

a. Recover for such defective work or materials on the Contractor’s bond, or;

Page 105 of 138


Page 6 of 6

b. Recover from such defective work or materials by action in a court having

proper jurisdiction in such matter, or;

c. Employ labor and equipment and satisfactorily repair, or remove and

replace, such defective work or materials and charge the cost of same to

the Contractor, which cost will be deducted from any money due him.

C-6.16 DISPUTED CLAIMS FOR EXTRA WORK:

In case the Contractor deems extra compensation is due him for work or materials

not clearly covered in the Contract, or not ordered by the Engineer as “EXTRA

WORK”, the Contractor shall notify the Engineer in writing of his intention to

make claim for such extra compensation before he begins the work on which he

bases the claim and shall afford the Engineer every facility for keeping actual cost

of the work.

Failure on the part of the Contractor to give such notice or to afford the Engineer

every facility for keeping account of actual cost of the work shall constitute

waiver of the claim for extra compensation. The filing of such notice by the

Contractor and the keeping of cost by the Engineer shall not in any way be

construed to prove the validity of the claim. Extra work of any kind should only

be performed by Contractor upon receipt of an approved Change Order issued by

Owner. When the work has been completed, the Contractor shall within ten (10)

day file claim for extra compensation with the Engineer, who will present it to the

Owner for consideration.

C-6.17 FINAL INSPECTION

Whenever the work provided for under the Contract has been satisfactorily

completed and the final cleaning up performed, the Contractor shall notify the

Engineer to make the “Final Inspection”. Such inspection will be made within ten

(10) days of such notification. After such final inspection, if the work is found to

be satisfactory, the Contractor will be notified in writing of the acceptance of

same. No time charge will be made against the Contractor between the date of

notification of the Engineer and the date of the final inspection.

Page 106 of 138

Legal Relations and Responsibilities to the Public

, Page 1 of 4

LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC

C-7.01 LAWS TO BE OBSERVED:

The Contractor shall make himself familiar with and shall observe and comply

with, all Federal, State, and local laws, ordinances and regulations which in any

manner affect the conduct of the work, and shall indemnify and save harmless the

Owner and the Owner’s representative against any claim arising from the

violation of any such law, ordinance, or regulation, damages to public or private

property whether by himself or by his employees and whether said work is in

public property or right-of-way, temporary construction easements, dedicated

easements, or staging/storage areas.

C-7.02 PERMITS AND LICENSES:

The Contractor shall procure all permits and licenses, pay all charges and fees,

and give all notices necessary to the due and lawful prosecution of the work.

C-7.03 PATENTED DEVICES, MATERIALS AND PROCESSES:

If the Contractor is required or desires, to use any design, device, material or

process covered by letters, patent, or copyright, he shall provide for such use by

suitable legal agreement with the patentee or Owner of such patent. The

Contractor and his surety shall indemnify and save harmless the Owner from any

and all claims for infringement by reason of the use of any such patented design,

device, material, or process, or any trademark or copyright in connection with the

work agreed to be performed under this Contract, and shall indemnify the Owner

for any costs, expenses, and damages which it may be obliged to pay for reasons

of any such infringement at any time during the prosecution, or after the

completion of the work.

C-7.04 PUBLIC, SAFETY AND CONVENIENCE:

The safety of the public and the convenience of traffic shall be regarded as of

prime importance during construction and provisions thereof, made necessary by

the work, shall be the direct responsibility of the Contractor, and shall be

performed at his own expense.

Where the Contractor is required to construct temporary crossings for streams,

culverts, ditches or trenches, his responsibility for accidents shall include the

approaches as well as the structures of such crossing.

C-7.05 SANITARY PROVISIONS:

Page 107 of 138


, Page 2 of 4

The Contractor shall, at his own expense, provide and maintain in a neat, sanitary

condition such accommodations for the use of his employees as may be necessary

to comply with the requirements or the State Department of Health and of other

authorities having jurisdiction.

C-7.06 BARRICADES AND WARNING SIGNS:

The Contractor shall furnish and maintain adequate barricades, warning and

directing signs, red flags, lights and other traffic control devices as are necessary

to comply with the latest edition of the TEXAS MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS.

All provisions of barricades and warning signs shall be considered an incidental

and necessary part of the work and no direct payment will be made therefore. All

costs of providing such safe guards shall be included in the prices bid for other

parts of the work.

C-7.07 USE OF EXPLOSIVES:

When the use of explosives is necessary in the prosecution of the work, the

Contractor shall use the utmost care not to endanger life or property. All

explosives shall be stored in a secured manner and all storage places shall be

marked clearly with the words “DANGEROUS EXPLOSIVES”. The method of

storing and handling explosives and highly inflammable materials shall conform

to the requirements of Federal and State laws and regulations. The Contractor

shall not use explosives until he has taken the legal precautions necessary to save

harmless the Owner from any claims arising from such use of explosives.

C-7.08 PROTECTION AND RESTORATION OF PROPERTY:

The Contractor shall take all measures necessary to protect public or private

property which might be injured by any process of construction, and in case of any

injury or damage to said property, he shall restore at his own expense the damaged

property to a condition similar or equal to the existing before such injury damage

was done, or he shall make good such injury or damage in an acceptable manner.

Where the work involves excavation any public or private driveway, alley street or

roadway, the Contractor shall do any work necessary to restore such driveway,

alley, street or roadway to a condition similar or equal to that existing before such

work was done. The Contractor shall be responsible for any subsidence of

backfill or pavement failure due to such excavation, and shall promptly repair any

such subsidence or failure.

Page 108 of 138


, Page 3 of 4

C-7.09 PROTECTION OF EXISTING UTILITIES:

The Contractor shall contact the utility company for exact location prior to doing

any work that might interfere with or damage present utilities.

The Contractor shall take all measures necessary to protect existing surface drains,

seers, underdrains, conduits, utilities, or similar underground structures, and to

provide temporary service when service in any of these is interrupted.

When such facilities are encountered, the Contractor shall notify the Engineer

who will arrange for their removal, if necessary. Any utility lines cut or damaged

shall be repaired and restored to working conditions as determined by the

Engineer.

C-7.10 RESPONSIBILITY FOR DAMAGE CLAIMS:

The Contractor shall save harmless the Owner from all suits, action in or claims

brought on account of any injuries or damages sustained by any person or property

in consequence of any neglect in safeguarding the work by the Contractor; or on

account of any claim or amount recovered for any infringement of patent or

reward under the “Workmen’s Compensation Laws” or any other laws. He shall

be held responsible for all damage or injury to property of any character occurring

during the prosecution of the work resulting from any omission, neglect, or

misconduct on his part in the manner or method executing the work, or from

defective work or materials.

C-7.11 RESPONSIBILITY FOR THE WORK:

Until acceptance of the work by the Engineer, in writing, it shall be under the

charges and care of the Contractor. The Contractor shall rebuild and make good

at his own expense all injuries and damage to the work occurring before its

completion and acceptance. In case of suspension of work for any cause, the

Contractor shall be responsible for all the preservation of all materials.

C-7.12 USE OF COMPLETED WORK:

Whenever, in the opinion of the Engineer, any portion of the work is in acceptable

conditions, it may be entered upon and used by the Owner upon the written order

of the Engineer. Such use shall be held as an acceptance of that portion of the

work, but not be considered as a waiver of any of the provisions of these

Specifications. Pending final completion and acceptance of the entire work,

all necessary repairs and renewal of any part of the work so used, due to

defective material or work, to natural causes other than wear and tear, or to

the operations of the Contractor, shall be performed by the Contractor at his

own expense.

Page 109 of 138


, Page 4 of 4

C-7.13 NO WAIVER OF LEGAL RIGHT:

Inspection by the Engineer or by any of his duly representatives, any order,

measurement, or certificate by the Engineer; any order by the Owner for the

payment of money, any payment for or acceptance of any of work, or extension of

time; or any possession taken by the Owner shall not operate as a wavier of any

provision of the Contract, or any power therein preserved to the Owner, or of any

right to damages therein provided. A waiver of any breach of the Contract shall

not be held to be a waiver of any other or subsequent breach.

The Owner reserves the right to correct any error that may be discovered in any

estimate that may have been paid, and to adjust that or any subsequent estimate to

meet the requirements of the Contract. The Owner reserves the right to claim and

recover sums as may be sufficient to correct any error or make good any deficit in

the work resulting from error, dishonesty, or collusion in the work after the final

payment has been made.

C-7.14 RESPONSIBILITIES OF PARTIES AS TO UTILITY WORK:

It shall be the responsibility of the Contractor to check and coordinate his work

with the public and private utility companies which have authority from the City

of Laredo to own and operate lines, pipes, conduits, or other means of conveyance

within the streets Right-of-Way. The Contractor shall contact the Engineer

concerning any and all utility relocation work needed, and it shall be the

responsibility of the Contractor to advise the Engineer of any lines or utility poles

to be relocated. The Engineer shall assist in coordinating the various utility

relocation activities but shall not be responsible for any delays occasioned by this

work, although appropriate allowance for additional contract time will be made by

the Engineer if warranted. The Owner shall not be responsible for any acts of the

Contractor or any damages resulting from work done by the Contractor relating to

the removal, alteration, or other activity concerning utilities.

C-7.15 KEY POINTS OF PUBLIC RIGHT-OF-WAY ORDINANCE:

1.) All projects in public R.O.W. must go through Utility Coordination Committee.

2.) All Contractors must be registered at The Building Development Service Department at 794-1625

to be able to work in public R.O.W.

3.) All work in Public R.O.W. requires a permit from The Building Development Services

Department and subject to inspections by same. Any additional inspections requested after normal

working hours of 8 am to 5 pm Monday to Friday and Saturday and Sunday and holidays are

charged at premium rates. Permits must be secured prior to pre-construction meeting.

4.) All work done in Public R.O.W. that impedes the flow of traffic or pedestrian path requires a

traffic control plan or pedestrian accessibility.

5.) Contractor must provide certificate of insurance. Insurance must be liability, workman

compensation and performance bond.

Page 110 of 138

Prosecution and Progress

Page 1 of 4

PROSECUTION AND PROGRESS

C-8.01 RIGHT-OF-WAY:

The Owner will furnish all and or right-of-way necessary for the performance of

the contract and will use due diligence in acquiring land or right-of-way. Should

all necessary land or right-of-way not be acquired prior to the beginning of

construction, the Contractor shall begin with work upon such land or right-of-way

as the Owner may have acquired.

C-8.02 DELAYS DUE TO OWNER:

Should the Owner be prevented or enjoined from proceeding with the work or

authorizing its prosecution, either before or after its commencement, by reason of

any litigation or by reason of the Owner’s inability to acquire necessary land or

right-of-way, the Contractor shall not entitled to make or assert any claim for

damage by reason of such delay, or to withdraw from the contract except by

consent of Owner.

The time for completion of the work will be extended by such time as determined

by the Engineer as will compensate for the time lost by reason of said delay.

C-8.03 SUBLETTING OR ASSIGNING OF CONTRACT:

The “City” does not allow, permit, negotiate, authorize nor approve any

assignment of contract proceeds between the “City”, the “Contractor”, and/or with

a bank, lending institution or any type of financial institution either before, during

or after a contract award.

The “City” agrees to pay the “Contractor” for specified services as stated in the

agreed contract. The “City” does not agree to pay any additional party either

jointly or separately for the contract under discussion.

C-8.04 SUBCONTRACTING:

The Owner will not recognize any subcontractor on the work. The Contractor

shall be fully responsible to the Owner for the acts and omissions of his

subcontractors, and of persons either directly or indirectly employed by them.

C-8.05 PROSECUTION OF WORK:

Prior to beginning of the work, the Contractor shall submit to the Engineer such

schedules, charts, or briefs as may be required, outlining the manner of

prosecution of the work. The contractor shall begin the work within ten (10)

calendar days after the date set in the “Work Order” or notice to proceed and shall

continuously prosecute same with such diligence as will enable him to complete

Page 111 of 138


Page 2 of 4

the work within the time specified. Upon completion of work submit forms of

Affidavit of Payment of Debts and Claims and Release of Liens and Letter for

Certificate of Warranty.

The contractor shall notify the Engineer at least twenty-four (24) hours prior to the

beginning at any point. He shall not begin new portions of the work to the

detriment of portions already begun.

Owner’s normal working hours are Monday through Friday from 8:00 AM

to 5:00 PM. The contractor shall notify the owner at least twenty-four (24)

hours in advance for any work that is to be scheduled beyond the limits of

the owner’s working hours, and he shall not begin any such work schedule

unless proper inspection by the Contractor has been pre-arranged with the

Owner, with the cost for such work beyond the owner’s working hours borne

by the Contractor. For Clarification, See Division B - Section 4 “Inspection

by City”.

If at any time the methods, equipment, or sequence of operations sued by the

Contractor are found to be inadequate to secure the quality of the work or rate of

progress required by the contract, the Engineer may in writing order such

modifications in the Contractor’s methods, equipment, or sequence of operations

as he may deem necessary and the contractor shall comply with such order.

C-8.06 WORKMEN AND EQUIPMENT:

All workmen employed by the Contractor shall be skilled and competent. Any

person employed by the Contractor who in the opinion of the Engineer does not

perform his work in a proper and skillful manner or who is disrespectful,

intemperate, disorderly, or otherwise objectionable shall at the written order of the

Engineer be immediately removed from the work and shall not be employed again

on any part of the work without written consent from the Engineer.

The Contractor shall furnish and use such suitable machinery and equipment as

may be required in the opinion of the Engineer to properly prosecute the work.

The Contractor shall at the written order of the Engineer remove from the work

any equipment found unsuited to properly perform the work.

Upon failure of the Contractor remove the work any person or equipment as

ordered by the Engineer, the Engineer may withhold all estimates which have or

may become due, or may suspend the work until such orders are complied with.

C-8.07 TEMPORARY SUSPENSION OF WORK:

The Engineer shall have the authority to suspend the work wholly or in part for

such period or periods as he may deem necessary due to unsuitable weather, or

such other conditions as are considered unfavorable for the prosecution of the

work or for such time as is necessary due to failure on the part of the Contractor to

comply with orders given or to perform any or all provisions of the contract.

Page 112 of 138


Page 3 of 4

If work is stopped for an indefinite period, the Contractor shall store all materials

in such manner that they will not become an obstruction nor become damaged in

any way, and he shall take every precaution to prevent damage or deterioration of

the work performed.

The Contractor shall not suspend the work without written authority from the

Engineer and shall proceed with the work promptly when notified by the Engineer

to resume operations.

C-8.08 COMPUTATION OF CONTRACT TIME:

The Contractor shall complete the work within the number of days stated in the

contract. The number of days used shall be the number of days from the first day

of actual commencement of operations or the 10th day after the date set in the

Work Order or Notice to Proceed whichever comes first, and counting that day as

the first elapsed day of contract time.

If the completion of the contract requires unforeseen work, or work and materials

in greater quantities than those set forth in the proposal, then additional days or

suspension of time charge will be allowed the Contractor equal to the time which

in the opinion of the Engineers the work as a whole is delayed.

C-8.09 FAILURE TO COMPLETE THE WORK ON TIME:

The time set forth in the proposal for the completion of the work is an essential

element of the contract. If the contractor fails to complete the work in the number

of contract days specified, a time charge will be made for each day thereafter until

the work has been satisfactorily completed.

An amount per day is set forth in the Division B Section 1, and said amount is to

be deducted from the amount due the Contractor for each day charged in excess of

the number specified, the time charge shall be based on the total days of such

delay. Such deductions shall be considered liquidated damages and may be used

as compensation to the Owner for the added expenses for engineering supervision,

testing, inspection, and other costs.

C-8.10 ABANDONMENT OF WORK OR DEFAULT OF CONTRACT:

The Engineer may give notice in writing to the Contractor and his surety of delay,

neglect, or default stating which if the Contractor:

- Fails to begin work within the time specified, or fails to perform the work

with sufficient workmen and equipment;

- Fails to provide materials of sufficient quantity to insure the completion of

the work within the contract time; or

Page 113 of 138


Page 4 of 4

- Performs the work unsuitable; or

- Neglects or refuses to remove materials or perform new work such as may

have been rejected; or

- Discontinues the work without authority; or

- Refuses to suspend or resume operations when so directed by the

Engineer; or

- Becomes insolvent or is declared bankrupt; or

- Commits any act of bankruptcy insolvency; or

- Makes an authorized assignment for the benefit of any creditor; or

- Fails from any other cause whatsoever to carry out the work in an

acceptable manner.

The ten (10) days after such notice if given, if a satisfactory effort has not been

made by the Contractor or his surety to correct such delay, neglect, or default, the

Owner may declare the work abandoned and so notify the Contractor and his

surety.

After receiving such notification of abandonment, the Contractor shall not remove

from the work any machinery, equipment, tools, materials or supplies then on the

site. The Owner shall have the power and authority without violating the contract

to take prosecution of the work out of the hands of the contractor and to

appropriate or use any or all materials and equipment on the site as may be

suitable and acceptable and enter into an agreement for the completion of the

contract according to the terms and provisions thereof, or use such other methods

as he may elect for the completion of the contract in an acceptable manner.

All costs and charges incurred by the Owner, together with the cost of completing

the work under the contract shall be deducted from any money due or which may

become due to the contractor. In the case the cost to the Owner is less than the

amount which would have been payable under the contract if it had been

completed by the Contractor, then the Contractor shall be entitled to receive the

difference. In case the cost to the Owner exceeds the amount which would have

been payable under the contract, if it had been completed by the Contractor, the

Contractor and his surety shall be liable and shall pay the Owner the amount of

such excess.

Page 114 of 138

_____________________________________________________________________________________

Div C-9Measurement and Payment

Page 1 of 11

MEASUREMENT AND PAYMENT

C-9.01 MEASUREMENT OF QUANTITIES:

All work completed under the Contract will be measured in United States standard

measures. Linear and surface measurements will be taken horizontally unless otherwise

shown on the Plans. Structures will be measured to the neat lines shown on the Plans.

When any material is cubic yards in the vehicle, such measurement will be made at the

point of delivery. The capacity of each vehicle shall be plainly marked on said vehicle

and the capacity of marking shall not be changed without written permission of the

Engineer. The Engineer shall have authority to require all vehicles to have uniform

capacity.

C-9.02 SCOPE OF PAYMENT:

The Contractor shall accept the payment as provided in this Contract as full compensation

for furnishing all materials, equipment, tools, labor and incidentals necessary to complete

the work and for performing all work contemplated and embraced under this contract, as

full compensation for loss or damage arising from the nature of the work, or from action

of the elements, or from any unforeseen difficulties which may be encountered during the

prosecution of the work; as full compensation for all expenses incurred in consequence of

the suspension or discontinuance of the work; as full compensation for all expenses

incurred in consequence of the suspension or discontinuance of the work herein specified;

as full compensation for expenses incurred in any infringement of patent, trade-mark, or

copyright; and as full compensation for completing the work in conformity with the

requirements of the Plans and Specifications. Payment will be made only on items which

are complete, in place, tested and accepted by the owner. Materials on hand shall be

considered for payment ONLY when proper PAID invoices are submitted with

Contractor’s pay estimates. Materials on hand must be placed in a secured area designed

for the project under this contract and be available for inspection by City Engineers at all

times. The Contractor must provide an inventory of all materials on a form acceptable to

the City Engineer and which must accompany each pay request. The payment of any

partial or current estimate shall in no way affect the obligation of the Contractor at his

own cost to repair or renew any defective parts of the construction or to replace any

defective materials used in the construction and to be responsible for all damages due to

such defects. Any items to complete the work indicated on plan shall be considered

subsidiary to include positions of work and no further compensation will be made.

Page 115 of 138

_____________________________________________________________________________________


Page 2 of 11

No monies payable under this contract, except the estimate for the first month or

period, shall become due and payable until the Contractor shall satisfy the Owner

that he has fully settled and paid for all materials and equipment used in or upon

the work and labor done in connection therewith and the Owner may if he so elects

pay any or all bills wholly or in part, and deduct the amount or amounts paid from

any estimate(s) except the first estimate.

In event the surety on any bond given by the Contractor becomes insolvent or is placed in

the hands of a receiver or has its right to do business in the State revoked by Law, the

Owner may if he so elects withhold payment of any or all estimates until the Contractor

shall give a good and sufficient bond in lieu of the bond so executed by said surety.

C-9.03 PAYMENT FOR ALTERED QUANTITIES:

When alterations in the Plans or quantities of work not requiring supplemental

agreements are ordered and performed, the Contractor shall accept payment in full at the

contract price for the actual quantities of work done. No allowance for anticipated profits

will be made. Increased or decreased work involving supplemental agreements will be

paid for as stipulated in such agreements.

C-9.04 PAYMENT FOR OMITTED ITEMS:

When any item ordered omitted from the Contract, the Contractor shall accept payment in

full at the contract price for any work actually performed on such item prior to the date of

issuance of such order. No allowance will be made for anticipated profits on work

ordered omitted. Acceptable materials ordered by the Contractor, or delivered on the

work prior to the date of issuance of such order will be paid for at the actual cost to the

Contractor and shall thereupon become the property of the Owner. The Contractor shall

submit immediately certified statements covering all money expended in the preparation

for any item ordered omitted and shall be entitle to reimbursement for any money

expended in preparation for any items when such preparation is of no value to the

remaining items of the Contract.

C-9.05 PAYMENT FOR EXTRA WORK:

Extra work performed under a supplemental agreement will be paid for according to the

terms of such supplemental agreement.

Extra work if performed on a force account basis will be paid for as follows:

Page 116 of 138

_____________________________________________________________________________________


Page 3 of 11

For all labor and foreman, the Contractor will receive the wage paid on the project for

each hour that said labor and foremen are actually engaged on such work to which shall

be added the actual cost of premiums for public liability and workmen’s compensation

insurance and social security taxes for the actual amount of such payroll.

For all materials used on such work the Contractor will receive the actual cost of such

materials including freight charges.

For machinery and equipment used on such work the Contractor will receive an agreed

rental price for each hour that such machinery and equipment is actually used on such

work. The agreed price shall include the cost of fuel, lubrication and repairs.

To the sum of the foregoing an amount equal to fifteen (15) percent thereof will be added,

as compensation for the use of small tools, Superintendent’s services, timekeeper’s

services.

Premium on bond and all other overhead expenses incurred in the prosecution of the extra

work including Contractor’s profit.

The sum of such payments provided for shall be accepted by the Contractor’s as full

compensation as provided in C-9.02.

C-9.06 PARTIAL PAYMENTS:

Once a month and within the thirty (30) days after submittal of a correct and complete

estimate, the Owner shall make a progress payment to the basis of a duly certified and

approved estimate of the work performed during the preceding calendar month under this

Contract. To insure the proper performance of the Contract, the Owner shall retain ten

(10) percent ** of the amount of each estimate until final completion and acceptance of

all work covered by this Contract.

**NOTE Retainage for construction contracts over four hundred thousand

($400,000) shall be five (5) percent.

In the event that the base bid is less than fifty thousand ($50,000)

the total contract price will be paid in one payment upon

completion and acceptance of the project.

Should any defective material or work be discovered or should a reasonable doubt arise as

to the integrity of any part of the work completed prior to final acceptance and payment,

there will be deducted from the first estimate presented after the discovery of such work,

an amount equal to the value of the defective or questionable work. Such defective work

Page 117 of 138

_____________________________________________________________________________________


Page 4 of 11

will be made from all subsequent estimates until the defects have been remedied or the

cause for doubt removed.

C-9.07 TERMINATION OF THE CONTRACT BY THE CONTRACTOR:

If the work is stopped for a period of thirty (30) days under an order of any court of other

public authority having jurisdiction, or as a result of an act of government, such as

declaration of a national emergency making materials unavailable, through no act or fault

of the Contractor or subcontractor or their agents or employees or any other persons

performing any of the work under a Contract with the Contractor, or if the work should be

stopped for a period of thirty (30) days by the Contractor because the Engineer has not

issued a Certificate for payment as provided in C-9.06 or because the Owner has not

made payment within the ten(10) days after such stopping of work, then the Contractor

may, upon seven (7) additional days written notice to the Owner and the Engineer,

terminated the Contract and recover from the Owner payment for all work executed and

for any proven loss sustained upon any materials, equipment, tools, construction

equipment and machinery, including reasonable profit and damages.

C-9.08 TERMINATION OF THE CONTRACT BY THE OWNER:

If the Contractor is adjudged a bankrupt, or if he makes a general assignment for the

benefit of his creditors, or if a receiver is appointed on account of his insolvency, or if he

persistently or repeatedly refused or fails, except in cases for which extension of time is

provided, to supply enough properly skilled workmen, or proper materials, or if he fails to

make prompt payment to Subcontractors or for materials or labor, or persistently

disregards laws, ordinances, rules, regulations or orders of any public authority having

jurisdiction, or otherwise is guilty of a substantial violation of a provision of the

Contracts Documents, then the Owner, upon certification by the Engineer that sufficient

cause exists to justify such action, may without prejudice to any right or remedy and after

giving the Contractor and his surety, if any, seven (7) days written notice, terminate the

employment of the Contractor and take possession of the site and of all materials,

equipment, tools, construction equipment and machinery thereon owned by the

Contractor and may finish the work by whatever method he may deem expedient. In such

case the Contractor shall not be entitled to receive any further payment until the work is

finished.

C-9.09

If the unpaid balance of the Contract Sum exceeds the costs of finishing the work,

including compensation for the Engineer’s additional services made necessary thereby,

Page 118 of 138

_____________________________________________________________________________________


Page 5 of 11

such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the

Contractor shall pay the difference to the Owner. The amount to be paid to the

Contractor or to the Owner, as the case may be, shall be certified by the Engineer, upon

application, and this obligation for payment shall survive the termination of the Contract.

C-9.10 ACCEPTANCE OF FINAL PAYMENT:

When the work provided for in the contract has been completed and the final inspection

has been made by the Engineer, and all parts of the work have been approved and

accepted, the final estimate showing all sums due the Contractor shall be prepared. All

prior partial estimates and payments shall be subject to correction in the final estimate

and payment. No payment on the final estimate will be made until the Contractor

furnishes satisfactory evidence that all claims growing out of lawful demands of laborers,

work, men, mechanics, subcontractors, material, men, furnishers of machinery and parts

thereof, and suppliers of all kinds have been satisfied. Upon final payment the Contractor

shall execute a certificate and release upon the Owner on the form specified.

C-9.11 AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS AND RELEASE OF LIENS

and PROOF OF INSURANCE:

Each and every pay estimate must be accompanied by an “Affidavit of Payment of Debts

and Claims and Release of Liens” form (sample of which follows this Section); and

copies of proof of current insurances for the project.

C-9.12 MATERIALS ON HAND INVENTORY:

When materials on hand payment is requested, and “Inventory of Materials on Hand” is

required and must be included with Contractor’s Pay Estimate. Proof of payment for

materials on hand is also to be included with the Materials Inventory. A sample form

follows this section.

C-9.13 PHOTOGRAPHS:

The Contractor shall submit with each monthly progress pay estimate four (4) each 3 ½"

x 5" color photographs depicting generally the work done during that month, and each

photograph properly identified and dated.

Page 119 of 138

_____________________________________________________________________________________


Page 6 of 11

Project Acceptance Requirements

Items required by The City of Laredo for Acceptance of the Project.

Project Name

Consultant

Contractor

Date

REQUIRED ITEMS SUBMITTED RESUBMIT COMMENTS

YES N/A

Completion of Punch List

Engineers / Architects Completion Report

Affidavit of Payments of Debts & Claims & Release of Liens from the Contractor.

Warranty Letter from the Contractor to the City of Laredo

Warranty Statement Form

Certificate of Occupancy from Building Development Services

Legal Description & Physical Address

Reproducible Record Drawings

Electronic Record Drawings (CD with PDF files /ACAD)

Final Payment Request

Page 120 of 138

_____________________________________________________________________________________


Page 7 of 11

CITY OF LAREDO

CONTRACTOR’S APPLICATION FOR PAYMENT

PROJECT: ESTIMATE NO.:

DATE FROM: TO:

ORIGINAL CONTRACT: TOTAL WORK TO DATE: $

CHANGE ORDERS: MATERIALS ON HAND: $

10% RETAINAGE: $

TOTAL TO DATE: PREVIOUS PAYMENTS: $

% COMPLETE: AMOUNT DUE: $

CERTIFICATE OF CONTRACTOR:

I certify that all items and amounts shown on this request for partial payment are correct and that all work

has been performed and/or materials supplied in full in accordance with the requirements on the contract

documents.

(CONTRACTOR) By: ______________________________________

Signature Date

___________________________________

Print Name

CERTIFICATE OF FIELD REPRESENTATIVE:

I have checked this request for partial payment against the notes and reports of my inspections of the

project and in my opinion the statement of work performed and/or material supplied is accurate and that

the contractor is observing the requirements of the contract documents.

(INSPECTOR ) By:_______________________________________

Signature Date

_______________________________________

Print Name

CERTIFICATE OF ENGINEER:

I certify that I have checked and verified the above and foregoing request for partial payment and that it

is a true and correct statement of work performed and/or material supplied by the contractor and that

same has been performed and/or supplied in full accordance with the requirements of the contract

documents.

(CONSULTANT) By:_____________________________________

Signature Date

____________________________________

Print Name

RECOMMENDED FOR PAYMENT: VERIFIED FOR PAYMENT:

_______________________________________ ________________________

Ramon E. Chavez, P.E., P.E, City Engineer Engineering Project Manager

DATE: _________________________________ DATE:

APPROVED FOR PAYMENT: DATE:

_____________________________________

Finance Department

Page 121 of 138

_____________________________________________________________________________________


Page 8 of 11

AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS

AND RELEASE OF LIENS

TO: CITY OF LAREDO PROJECT:

WEBB COUNTY, TEXAS

By this instrument the undersigned contractor engaged in the construction of the above project

certifies that on this date, or anytime prior thereto, except listed below, contractor has paid in full

or has otherwise satisfied all obligations for all materials and for all known indebtedness and

claims against the project, its land, improvements and equipment of every kind.

The undersigned hereby certifies that he has received all payments currently due under his

contract for work on the project above referred. Therefore, the undersigned does hereby waive

and/or release any and all liens against the property, project and as of the _________ day of

___________, ____________.

________________________________

Company Name

STATE OF TEXAS:

COUNTY OF ______________:

Before me, the undersigned authority, on this day personally appeared ___________________,

known to me to be the person whose name is subscribed to the foregoing instrument, and being

first duly sworn, acknowledge to me that he executed the same for the purposes and

consideration therein expressed and declared to me that the statements therein are true.

SWORN AND SUBSCRIBED TO before me this ______________ day of ___________,

_____________.

NOTARY PUBLIC

MY COMMISSION EXPIRES:

Page 122 of 138

_____________________________________________________________________________________


Page 9 of 11

MATERIALS ON HAND INVENTORY

Project:

Contractor:

Estimate No. Dates: From to

No. Invoice No. Vendor Balance

Last Period

Received

Current

Placed

Current

Balance

Page 123 of 138

_____________________________________________________________________________________


Page 10 of 11

FORM LETTER FOR CERTIFICATE OF WARRANTY

DATE:

Mr. Ramon E. Chavez, P.E., City Engineer

City Engineer

City of Laredo

1110 Houston St.

Laredo, Texas 78040

Re:

Dear Mr. Chavez:

__________________________ guarantees all materials and workmanship on the above referred

project to be free of defects for a period of one (1) year from the date of acceptance by the owner.

Upon notice, any defective materials or faulty workmanship developing within this period, will

be replace at no cost to the owner.

Sincerely,

___________________________

Company Name

ACKNOWLEDGEMENT

STATE OF TEXAS

COUNTY OF ______________

Before me, Notary Public for and in __________________ County, State of

____________________ on this personally appeared _________________________ known to

me to be person(s) whose name(s) subscribed to the foregoing affidavit and acknowledge to me

that he executed the same for the purpose and consideration expressed therein.

GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS _______ DAY OF

_____________, _____________.

______________________________________

Notary Public in and for

______________ County, State of __________My Commission Expires:

Page 124 of 138

_____________________________________________________________________________________


Page 11 of 11

FORM LETTER FOR ENGINEERING COMPLETION REPORT

DATE:

Mr. Ramon E. Chavez, P.E.,

City Engineer

1110 Houston Street

Laredo, Texas 78040

Re:

Dear Mr. Chavez:

In accordance with the contracts between____________________________________ and The

City of Laredo, Webb County, Texas, and pursuant to the specifications in the contract

documents, I take this opportunity to file this Completion Report with reference to the above

mentioned project as follows:

STATE OF _____________________

COUNTY OF ___________________

This is to Certify that I, _______________________________Registered Professional Engineer,

have inspected the work accomplished by ___________________________ and, under contract

with The City of Laredo, Webb County, Texas, found that workmanship and materials supplied

are in accordance with plans and specifications for said project, and as amended by the “AS-

BUILT” drawings.

SIGNED THIS THE ____________ DAY OF ___________, 2019.

____________________________

_________________, P.E.

__________________________

P.E. SEAL

Page 125 of 138

City of Laredo

Warranty Statement Form

Project Information

Name: ______________________________ Location: ______________________________

Cost: _______________________________ State Date: _____________________________

Contract/P.O. #: ________________________ Council Acceptance: ______________________

Completion Date: ________________________

Contractor/Sub-Contractor/Vendor Information

Name: ________________________________ Address: _______________________________

Contact Number: ________________________ Email Address: __________________________

Warranty Information

Coverage Type (Detail):

__________________________________________________________________________________________

__________________________________________________________________________________________

Required Maintenance

(Detail):___________________________________________________________________________________

__________________________________________________________________________________________

Manuals Received (if applicable): ______________________________ Expiration Date:________________

Copies Provided To: _____________________________________

Warranty Statement

We are the __________________________________________________ contractor for the above indicated

project. We guarantee out workmanship, equipment and materials to be free from defects for a period of

____________________________________________ from the completion date.

Signature: _____________________________________ Date: ______________________________

For Warranty Management Office Use Only:

Entered into Warranty Management Tracker? ____________________ Entered By________________

Date Entered: _______________________ Warranty Management Acct # Assigned: ________________ Page 126 of 138

_____________________________________________________________________________________________

Ethics Commission Rules

SECTION C-11

ETHICS COMMISSION RULES

Certificate of Interested Parties (Form 1295):

In 2015, the Texas Legislature adopted House Bill 1295, which added section 2252.908 of the Government Code. The law states that a governmental entity or state agency may not enter into certain contracts with a business entity unless the business entity submits a disclosure of interested parties to the governmental entity or state agency at the time the business entity submits the signed contract to the governmental entity or state agency.

The law applies (with a few exceptions) only to a contract between a business entity and a governmental entity or state agency that either (1) requires an action or vote by the governing body of the entity or agency before the contract may be signed or (2) has a value of at least $1 million. The disclosure requirement applies to a contract entered into on or after January 1, 2016.

Changed or Amended Contracts:

Form 1295 is only required for a change made to an existing contract in certain circumstances: (1) if a Form 1295 was not filed for the existing contract, then a filing is only required if the changed contract either requires an action or vote by the governing body or the value of the changed contract is at least $1 million; or (2) if a Form 1295 was filed for the existing contract, then another filing is only required for the changed contract if there is a change to the information disclosed in the Form 1295, the changed contract requires an action or vote by the governing body, or the value of the changed contract increases by at least $1 million.

As required by law, the Commission adopted the Certificate of Interested Parties form (Form 1295) on October 5, 2015. The Commission also adopted rules (Chapter 46) to implement the law. The Commission does not have any additional authority to enforce or interpret section 2252.908 of the Government Code.

Filing Process:

A business entity must use the Form 1295 filing application the Commission created to enter the required information on Form 1295 and print a copy of the completed form. Once entered into the filing application, the completed form will include a unique certification number, called a “certification of filing.”

An authorized agent of the business entity must sign the printed copy of the form affirming under the penalty of perjury that the completed form is true and correct.

The completed, printed, and signed Form 1295 bearing the unique certification of filing number must be filed with the governmental body or state agency with which the business entity is entering into the contract.

https://www.ethics.state.tx.us/tec/1295-Info.htm

Page 127 of 138

http://www.legis.state.tx.us/tlodocs/84R/billtext/html/HB01295F.htm

https://www.ethics.state.tx.us/statutes/Gov-Code-2252.908-12-19-17.htm

https://www.ethics.state.tx.us/legal/ch46.html



https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm


_____________________________________________________________________________________________


Acknowledgement by State Agency or Governmental Entity:

The governmental entity or state agency must acknowledge receipt of the filed Form 1295 with the certification of filing, using the Commission’s filing application, not later than the 30th day after the date the governing body or state agency receives the Form 1295. The Commission will post the completed Form 1295 to its website within seven business days after the governmental entity or state agency acknowledges receipt of the form.

Additional Information:

Section 2252.908, Government Code.

Certificate of Interested Parties (Form 1295)**

**This is a sample form for illustration purposes only. DO NOT FILL OUT THIS

SAMPLE FORM. Form 1295 MUST BE FILED ELECTRONICALLY! Paper copies and

PDF copies of this sample form are not accepted!

Chapter 46, Ethics Commission Rules (includes new rule 46.4, regarding changes to contracts, which went into effect on January 1, 2017)

Last Revision: December 21, 2017


Page 128 of 138


https://www.ethics.state.tx.us/forms/1295.pdf

https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm



_____________________________________________________________________________________________


TEXAS ETHICS COMMISSION

GOVERNMENT CODE

TITLE 10. GENERAL GOVERNMENT

SUBTITLE F. STATE AND LOCAL CONTRACTS AND FUND MANAGEMENT

CHAPTER 2252. CONTRACTS WITH GOVERNMENTAL ENTITY

SUBCHAPTER Z. MISCELLANEOUS PROVISIONS

Sec. 2252.908. DISCLOSURE OF INTERESTED PARTIES

(a) In this section:(1) “Business entity” means any entity recognized by law through which business is conducted, including a sole proprietorship, partnership, or corporation.(2) “Governmental entity” means a municipality, county, public school district, or special-purpose district or authority.(3) “Interested party” means a person who has a controlling interest in a business entity with whom a governmental entity or state agency contracts or who actively participates in facilitating the contract or negotiating the terms of the contract, including a broker, intermediary, adviser, or attorney for the business entity.(4) “State agency” means a board, commission, office, department, or other agency in the executive, judicial, or legislative branch of state government. The term includes an institution of higher education as defined by Section 61.003, Education Code.

(b) This section applies only to a contract of a governmental entity or state agency that:(1) requires an action or vote by the governing body of the entity or agency before the contract may be signed; or (2) has a value of at least $1 million.

(c) Notwithstanding Subsection (b), this section does not apply to:(1) a sponsored research contract of an institution of higher education;(2) an interagency contract of a state agency or an institution of higher education; or(3) a contract related to health and human services if:

(A) the value of the contract cannot be determined at the time the contract is executed; and(B) any qualified vendor is eligible for the contract.

Text of subsection as amended by Acts 2017, 85th R.S., Ch. 526 (SB 255)

(Changes identified by italicized text apply only to a contract entered into or

amended on or after January 1, 2018).

(c) Notwithstanding Subsection (b), this section does not apply to:

(1) a sponsored research contract of an institution of higher education;

(2) an interagency contract of a state agency or an institution of higher education;

(3) a contract related to health and human services if:

(A) the value of the contract cannot be determined at the time the contract is

executed; and

(B) any qualified vendor is eligible for the contract;

(4) a contract with a publicly traded business entity, including a wholly owned subsidiary

of the business entity;

(5) a contract with an electric utility, as that term is defined by Section 31.002, Utilities

Code; or

https://www.ethics.state.tx.us/statutes/Gov-Code-2252.908-12-19-17.htm#2252.908

Page 129 of 138

http://www.statutes.legis.state.tx.us/GetStatute.aspx?Code=ED&Value=61.003


_____________________________________________________________________________________________


(6) a contract with a gas utility, as that term is defined by Section 121.001, Utilities Code.

(d) A governmental entity or state agency may not enter into a contract described by Subsection (b) with a business entity unless the business entity, in accordance with this section and rules adopted under this section, submits a disclosure of interested parties to the governmental entity or state agency at the time the business entity submits the signed contract to the governmental entity or state agency.

(e) The disclosure of interested parties must be submitted on a form prescribed by the Texas Ethics Commission that includes:

(1) a list of each interested party for the contract of which the contracting business entity is aware; and(2) the signature of the authorized agent of the contracting business entity, acknowledging that the disclosure is made under oath and under penalty of perjury.

Text of subsection as amended by Acts 2017, 85th R.S., Ch. 526 (SB 255)

(Changes identified by italicized text apply only to a contract entered into or amended on or

after January 1, 2018).

(e) The disclosure of interested parties must be submitted on a form prescribed by the Texas

Ethics Commission that includes:

(1) a list of each interested party for the contract of which the contracting business entity

is aware; and

(2) a written, unsworn declaration subscribed by the authorized agent of the contracting

business entity as true under penalty of perjury that is in substantially the following form:

“My name is ________________________________, my date of birth is

_________________, and my address is _____________, ____________,

_________, ___________,___________. (Street) (City)

(State) (Zip Code) (Country)

I declare under penalty of perjury that the foregoing is true and correct.

Executed in _______ County, State of ________, on the ________ day

of ________, ________.

(Month) (Year) ____________________

Declarant”.

(f) Not later than the 30th day after the date the governmental entity or state agency receives a disclosure of interested parties required under this section, the governmental entity or state agency shall submit a copy of the disclosure to the Texas Ethics Commission.

(g) The Texas Ethics Commission shall adopt rules necessary to implement this section, prescribe the disclosure of interested parties form, and post a copy of the form on the commission's Internet website.

Added by Acts 2015, 84th Leg., R.S., Ch. 1024 (H.B. 1295), Sec. 3, eff. September 1, 2015.

Amended by Acts 2017, 85th Leg., R.S., Ch. 526 (SB 255, Sec. 5, eff. September 1, 2017).

https://www.ethics.state.tx.us/statutes/Gov-Code-2252.908-12-19-17.htm#2252.908

Page 130 of 138

http://www.legis.state.tx.us/tlodocs/84R/billtext/html/HB01295F.HTM

http://www.capitol.state.tx.us/tlodocs/85R/billtext/html/SB00255F.htm


_____________________________________________________________________________________________


TEXAS ETHICS COMMISSION RULES

CHAPTER 46. DISCLOSURE OF INTERESTED PARTIES

§ 46.1. Application(a) This chapter applies to section 2252.908 of the Government Code(b) Section 2252.908 of the Government Code applies only to a contract of a governmental entity or state agency entered into after December 31, 2015, that meets either of the following conditions:(1) the contract requires an action or vote by the governing body of the entity or agency; or(2) The value of the contract is at least $1 million.(c) A contract does not require an action or vote by the governing body of a governmental entity or state agency if:(1) the governing body has legal authority to delegate to its staff the authority to execute the contract(2) The governing body has delegated to its staff the authority to execute the contract; and(3) The governing body does not participate in the selection of the business entity with which the contract is entered into.

§ 46.3. Definitions(a) “Contract” means a contract between a governmental entity or state agency and a business entity at the time it is voted on by the governing body or at the time it binds the governmental entity or state agency, whichever is earlier, and includes an amended, extended, or renewed contract.(b) “Business entity” includes an entity through which business is conducted with a governmental entity or state agency, regardless of whether the entity is a for-profit or nonprofit entity. The term does not include a governmental entity or state agency.(c) “Controlling interest“ means: (1) an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock, or otherwise that exceeds 10 percent; (2) membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or (3) service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. Subsection (3) of this section does not apply to an officer of a publicly held business entity or its wholly owned subsidiaries.(d) “Interested party” means: (1) a person who has a controlling interest in a business entity with whom a governmental entity or state agency contracts; or (2) an intermediary. (e) “Intermediary,” for purposes of this rule, means, a person who actively participates in the facilitation of the contract or negotiating the contract, including a broker, adviser, attorney, or representative of or agent for the business entity who: (1) receives compensation from the business entity for the person’s participation; (2) communicates directly with the governmental entity or state agency on behalf of the business entity regarding the contract; and(3) is not an employee of the business entity or of an entity with a controlling interest in the business entity.(f) “Signed” includes any symbol executed or adopted by a person with present intention to authenticate a writing, including an electronic signature. (g) "Value" of a contract is based on the amount of consideration received or to be received by the business entity from the governmental entity or state agency under the contract.


Page 131 of 138




_____________________________________________________________________________________________


§ 46.4. Changes to Contracts (new rule effective January 1, 2017)(a) Section 2252.908 of the Government Code does not apply to a change made to an existing contract, including an amendment, change order, or extension of a contract, except as provided by subsections (b) or (c) of this section.(b) Section 2252.908 of the Government Code applies to a change made to an existing contract, including an amendment, change order, or extension of a contract, if a disclosure of interested parties form was not filed for the existing contract; and either:(1) the changed contract requires an action or vote by the governing body of the entity or agency; or(2) the value of the changed contract is at least $1 million.(c) Section 2252.908 of the Government Code applies to a change made to an existing contract, including an amendment, change order, or extension of a contract, if the business entity submitted a disclosure of interested parties form to the governmental entity or state agency that is a party to the existing contract; and either:(1) there is a change to the disclosure of interested parties; or(2) the changed contract requires an action or vote by the governing body of the entity or agency; or(3) the value of the changed contract is at least $1 million greater than the value of the existing contract. § 46.5. Disclosure of Interested Parties Form(a) A disclosure of interested parties form required by section 2252.908 of the Government Code must be filed on an electronic form prescribed by the commission that contains the following:(1) The name of the business entity filing the form and the city, state, and country of the business entity’s place of business;(2) The name of the governmental entity or state agency that is a party to the contract for which the form is being filed;(3) The name of each interested party and the city, state, and country of the place of business of each interested party;(4) The identification number used by the governmental entity or state agency to track or identify the contract for which the form is being filed and a short description of the services, goods, or other property used by the governmental entity or state agency provided under the contract; and(5) An indication of whether each interested party has a controlling interest in the business entity, is an intermediary in the contract for which the disclosure is being filed, or both.(b) The certification of filing and the completed disclosure of interested parties form generated by the commission’s electronic filing application must be printed, signed by an authorized agent of the contracting business entity, and submitted to the governmental entity or state agency that is the party to the contract for which the form is being filed.(c) A governmental entity or state agency that receives a completed disclosure of interested parties form and certification of filing shall notify the commission, in an electronic format prescribed by the commission, of the receipt of those documents not later than the 30th day after the date the governmental entity or state agency receives the disclosure.(d) The commission shall make each disclosure of interested parties form filed with the commission under section 2252.908(f) of the Government Code available to the public on the commission’s Internet website not later than the seventh business day after the date the commission receives the notice required under subsection (c) of this section.


Page 132 of 138




_____________________________________________________________________________________________


H.B. No. 1295AN ACT

relating to the disclosure of research, research sponsors, and interested parties by persons contracting with governmental entities and state agencies.BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF TEXAS:

SECTION 1. Subchapter Z, Chapter 51, Education Code, is amended by adding Section 51.954 to read as follows:Sec. 51.954. DISCLOSURE OF SPONSORS OF RESEARCH IN PUBLIC COMMUNICATIONS. (a) In any public communication the content of which is based on the results of sponsored research, a faculty member or other employee or appointee of an institution of higher education who conducted or participated in conducting the research shall conspicuously disclose the identity of each sponsor of the research.(b) In this section:

(1) "Institution of higher education" has the meaning assigned by Section 61.003.(2) "Public communication" means oral or written communication intended for public consumption or distribution, including:

(A) testimony in a public administrative, legislative, regulatory, or judicial proceeding;(B) printed matter including a magazine, journal, newsletter, newspaper, pamphlet, or report; or(C) posting of information on a website or similar Internet host for information.

(3) "Sponsor" means an entity that contracts for or provides money or materials for research.(4) "Sponsored research" means research:

(A) that is conducted under a contract with or a grant from an individual or entity, other than the institution conducting the research, for the purpose of the research; and(B) in which payments received or the value of materials received under that contract or grant, or under a combination of more than one such contract or grant, constitutes at least 50 percent of the cost of conducting the research.

SECTION 2. Subchapter Z, Chapter 51, Education Code, is amended by adding Section 51.955 to read as follows:Sec. 51.955. PROHIBITED STATE AGENCY ACTIONS RELATED TO DISCLOSURE OF PUBLICLY FUNDED RESEARCH. (a) In this section, "institution of higher education" has the meaning assigned by Section 61.003.(b) A state agency that expends appropriated funds may not:

https://capitol.texas.gov/tlodocs/84R/billtext/html/HB01295F.htm

Page 133 of 138

_____________________________________________________________________________________________


(1) enter into a research contract with an institution of higher education if that contract contains a provision precluding public disclosure of any final data generated or produced in the course of executing the contract unless the agency reasonably determines that the premature disclosure of such data would adversely affect public safety, the protection of intellectual property rights of the institution of higher education, publication rights in professional scientific publications, or valuable confidential information of the institution of higher education or a third party; or(2) adopt a rule that is based on research conducted under a contract entered into with an institution of higher education unless the agency:

(A) has made the results of the research and all data supporting the research publicly available; or(B) reasonably determines that the premature disclosure of such data would adversely affect public safety, the protection of intellectual property rights of the institution of higher education, publication rights in professional scientific publications, or valuable confidential information of the institution of higher education or a third party.

c) Subsection (b)(1) does not apply to a research contract between an institution of higher education and the Cancer Prevention and Research Institute of Texas.(d) A response to a request for information regarding research described by Subsection (b) must be made in accordance with Chapter 552, Government Code.(e) This section does not require the public disclosure of personal identifying information or any other information the disclosure of which is otherwise prohibited by law.

SECTION 3. Subchapter Z, Chapter 2252, Government Code, is amended by adding Section 2252.908 to read as follows:Sec. 2252.908. DISCLOSURE OF INTERESTED PARTIES. (a) In this section:

(1) "Business entity" means any entity recognized by law through which business is conducted, including a sole proprietorship, partnership, or corporation.(2) "Governmental entity" means a municipality, county, public school district, or special-purpose district or authority.(3) "Interested party" means a person who has a controlling interest in a business entity with whom a governmental entity or state agency contracts or who actively participates in facilitating the contract or negotiating the terms of the contract, including a broker, intermediary, adviser, or attorney for the business entity.(4) "State agency" means a board, commission, office, department, or other agency in the executive, judicial, or


Page 134 of 138

_____________________________________________________________________________________________


legislative branch of state government. The term includes an institution of higher education as defined by Section 61.003, Education Code.

(b) This section applies only to a contract of a governmental entity or state agency that:

(1) requires an action or vote by the governing body of the entity or agency before the contract may be signed; or(2) has a value of at least $1 million.

(c) Notwithstanding Subsection (b), this section does not apply to:(1) a sponsored research contract of an institution of higher education;(2) an interagency contract of a state agency or an institution of higher education; or(3) a contract related to health and human services if:

(A) the value of the contract cannot be determined at the time the contract is executed; and(B) any qualified vendor is eligible for the contract.

(d) A governmental entity or state agency may not enter into a contract described by Subsection (b) with a business entity unless the business entity, in accordance with this section and rules adopted under this section, submits a disclosure of interested parties to the governmental entity or state agency at the time the business entity submits the signed contract to the governmental entity or state agency.(e) The disclosure of interested parties must be submitted on a form prescribed by the Texas Ethics Commission that includes:

(1) a list of each interested party for the contract of which the contracting business entity is aware; and(2) the signature of the authorized agent of the contracting business entity, acknowledging that the disclosure is made under oath and under penalty of perjury.

(f) Not later than the 30th day after the date the governmental entity or state agency receives a disclosure of interested parties required under this section, the governmental entity or state agency shall submit a copy of the disclosure to the Texas Ethics Commission.(g) The Texas Ethics Commission shall adopt rules necessary to implement this section, prescribe the disclosure of interested parties form, and post a copy of the form on the commission's Internet website.

SECTION 4. (a) Not later than December 1, 2015, the Texas Ethics Commission shall adopt the rules, prescribe the disclosure of interested parties form, and post the form on the commission's Internet website as required by Section 2252.908, Government Code, as added by this Act.(b) Section 2252.908, Government Code, as added by this Act, applies only to a contract entered into on or after January 1, 2016.


Page 135 of 138


_____________________________________________________________________________________________


SECTION 5. This Act takes effect September 1, 2015.

______________________________ ______________________________

President of the Senate Speaker of the House

I certify that H.B. No. 1295 was passed by the House on May 11, 2015, by the following vote: Yeas 135, Nays 0, 1 present, not voting; that the House refused to concur in Senate amendments to H.B. No. 1295 on May 28, 2015, and requested the appointment of a conference committee to consider the differences between the twohouses; and that the House adopted the conference committee report on H.B. No. 1295 on May 31, 2015, by the following vote: Yeas 144, Nays 0, 2 present, not voting.

______________________________

Chief Clerk of the House

I certify that H.B. No. 1295 was passed by the Senate, with amendments, on May 25, 2015, by the following vote: Yeas 30, Nays 1; at the request of the House, the Senate appointed a conferencecommittee to consider the differences between the two houses; and that the Senate adopted the conference committee report on H.B. No. 1295 on May 31, 2015, by the following vote: Yeas 30, Nays 1.

___________________________________

Secretary of the Senate

APPROVED: __________________ Date

______________________

Governor


Page 136 of 138


_____________________________________________________________________________________________


https://www.ethics.state.tx.us/forms/1295.pdf

Page 137 of 138

City of Laredo Standard Technical Specifications

The City of Laredo Standard Technical Specifications shall apply to this project. A copy

of the document can be viewed at the City’s website at:

http://www.ci.laredo.tx.us/

Then, click on “City Departments”,

Then, on “Building Development Services”,

Then, on “Standard Specifications Manual”

Page 138 of 138

http://www.ci.laredo.tx.us/

CDBG Freddie Benavides - 01 1000Laredo, Texas SUMMARYSlay Architecture 1 of 1SA Project # 19004 - 10/10/2019

SECTION 01 1000SUMMARY

PART 1 GENERAL1.01 PROJECT

A. Project Name: CDBG Freddie Benavides B. Owner's Name: City of Laredo.C. Slay Architecture's Name: Monica Guajardo.D. The Project consists of the construction of Site Improvements, New Play Area, new fabric

shading, new water fountain, and new site lighting..1.02 CONTRACT DESCRIPTION1.03 OWNER OCCUPANCY

A. Owner intends to occupy the Project upon Substantial Completion.B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.C. Schedule the Work to accommodate Owner occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISESA. Provide access to and from site as required by law and by Owner:

1. Do not obstruct roadways, sidewalks, or other public ways without permit.PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION


site improvements consisting of addition of fabric canopies overexisting playground areas and the addition of new area lighting.

CDBG Freddie Benavides - 01 2100 Laredo, Texas ALLOWANCES Slay Architecture 1 of 3 SA Project # 19004 - 10/10/2019

SECTION 01 2100

ALLOWANCES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Cash allowances.

B. Contingency allowance.

1.02 RELATED REQUIREMENTS

A. General Conditions for City of Laredo Construction Contracts.

B. Section 01 3000 - Submittals.

1.03 CASH ALLOWANCES

A. Costs Included in Cash Allowances: Cost of product to Contractor or subcontractor, less applicable trade discounts, less cost of delivery to site, less applicable taxes.

B. Contractor Responsibilities:

1. Arrange for and process shop drawings, product data, and samples. Arrange for delivery.

C. Differences in costs will be adjusted by Change Order.

1.04 CONTINGENCY ALLOWANCE

A. Costs Included in Allowances:

1. Cost of product to Contractor or subcontractor, less applicable trade discounts.

2. Delivery to site.

3. Labor required under allowance, only when labor is specified to be included.

B. Contractor Costs Included in Contract Sum

1. Products handling at site, including unloading, uncrating, and storage.

2. Protection of products from elements and from damage.

3. Labor for installation and finishing, except when installation is specified as part of allowance.

4. Other expenses required to complete installation.

5. Contractor overhead, insurance, bonds, profit and other expenses directly attributable to the project.

6. Contractor's overage or allowance for breakage and cutting wastes.

C. Use the contingency allowance only as directed for the Owner's purposes and only by Change Orders that indicate amounts to be charge to the allowance.

D. The Contractor's related costs for products and equipment ordered by the Owner under the contingency allowance are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs.

E. Construction Change Authorizations authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit margins.

F. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding, equipment rental, overhead and profit will be included in Change Orders authorizing expenditure of funds from this Contingency Allowance.

G. Funds will be drawn from the Contingency Allowance only by Change Order.

H. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by Change Order.

I. A "Schedule of Allowances", showing amounts included in Contract Sum, is included at the end of this Section. Coordinate allowance work with related work, to ensure that each selection is completely integrated and interfaced with related work. Requirements for the work of allowances are shown and specified, to extent established by date of contract documents; additional requirements are established by change order. At earliest possible date, advise

CDBG Freddie Benavides 01 2100 Laredo, Texas ALLOWANCES Slay Architecture 2 of 3 10/10/2019

Architect/Engineer of date each final allowance selection must be completed. Submit proposals for allowance work as directed, and in the manner specified for change orders. The Contractor shall include in the Base Proposal the Allowances indicated in the Schedule of Allowances. Also to be included in the Base Proposal are all costs in connection with the Allowance Sum stated in the Schedule, including supervision, overhead, profit, bonds and insurance, delivery and installation, thus leaving the entire Allowance amount for the purchase of the particular item. Any unused portion of the Allowance will be deducted from the final payment. Where requested, furnish detailed breakdown of quantity survey. Deliver excess materials of allowance work to Owner's storage space, or dispose of by other means as directed.

1.05 ARCHITECT/ENGINEER RESPONSIBILITIES

A. Prepare Change Orders to authorize use of funds in allowances.

1.06 CONTRACTOR RESPONSIBILITIES

A. Assist Architect/Engineer and Owner in determining qualified suppliers and installers; obtain proposals when requested.

B. Make recommendations for Architect/Engineer consideration.

C. Promptly notify Architect/Engineer of:

1. Any reasonable objections against supplier or installer.

2. Any effect on the construction schedule anticipated by selections under consideration.

D. On notification of selecting execute purchase agreement with designated supplier and installer.

E. Supply cost to Architect for inclusion in Change Order.

F. Inform Architect of anticipated additional costs at the site, or other expenses caused by the selection under the allowance, prior to acceptance of the Change Order and subsequent execution of the work.

G. Arrange for and process shop drawings, product data, and samples.

H. Arrange for delivery. Promptly inspect products upon delivery for completeness, damage, and defects. Submit claims for transportation damage.

I. Install, adjust, and finish products in compliance with requirements of referenced specifications sections.

J. Provide warranties for products and installations.

1.07 CORRELATION WITH CONTRACTOR SUBMITTALS

A. Schedule shop drawings, product data, samples, and delivery dates, in Progress Schedule for products selected under allowances.

1.08 ADJUSTMENT OF COSTS

A. Should the net cost be more or less than the specified amount of the allowance, the Contract Sum will be adjusted accordingly by Change Order.

B. Submit documentation for actual additional costs at the site, or other expenses caused by the selection under allowance.

C. Failure to submit claims prior to acceptance of the Change Order will constitute a waiver of claims for additional costs.

D. At contract closeout, reflect all approved changes in contract amounts in the final statement of accounting.

1.09 ALLOWANCES SCHEDULE

Contingency Allowance: Include the stipulated sum/price of $5,000 for use upon Owner's instructions.

CDBG Freddie Benavides 01 2100 Laredo, Texas ALLOWANCES Slay Architecture 3 of 3 10/10/2019

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

CDBG Freddie Benavides - 01 2300 Laredo, Texas ALTERNATES Slay Architecture 1 of 1 10/10/2019

SECTION 01 2300

ALTERNATES

PART 1 GENERAL

1.01 SCHEDULE OF ALTERNATES

A. Alternate No. 1 - New Fabric Shade Canopy #1 (40 x 30):

1. Alternate Item: Section 13-3100 Fabric Structures and Drawing number 1/A1.1 including ________.

B. Alternate No. 2 - Shade Canopy #3 (20 x 30):


C. Alternate No. 3 - New Fabris Shade Canopy #4 (24 x 40):


D. Alternate No. 4 - New Fabric Canopy #5 (18 x 30):


E. Alternate No. 5 - Five New Area Lights

1. Alternate Item: Section 26-5600 Exterior Lighting and Drawing Number 1/A1.1 including Five New Area Lights Mounted on Existing Columns. Including Boring, Conduits, Wiring, and Electrical Equipment.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

CDBG Freddie Benavides - 01 3000Laredo, Texas ADMINISTRATIVE REQUIREMENTSSlay Architecture 1 of 7SA Project # 19004 - 10/10/2019

SECTION 01 3000ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL1.01 SECTION INCLUDES

A. Preconstruction meeting.B. Construction progress schedule.C. Submittals for review, information, and project closeout.D. Number of copies of submittals.E. Submittal procedures.

1.02 RELATED REQUIREMENTSA. General Conditions for City of Laredo Construction ContractsB. Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements.C. Section 01 7800 - CONTRACT CLOSEOUT: Project record documents; operation and

maintenance data; warranties and bonds.1.03 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 01 7000 - Execution and Closeout Requirements forcoordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to Slay Architecture:1. Requests for Interpretation (RFI).2. Requests for substitution.3. Shop drawings, product data, and samples.4. Test and inspection reports.5. Design data.6. Manufacturer's instructions and field reports.7. Applications for payment and change order requests.8. Progress schedules.9. Coordination drawings.10. Correction Punch List and Final Correction Punch List for Substantial Completion.11. Closeout submittals.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 PRECONSTRUCTION MEETING

A. Slay Architecture will schedule a meeting after Notice to Proceed.B. Attendance Required:

1. Owner.2. Slay Architecture.3. Contractor.

C. Agenda:1. Submission of list of subcontractors, list of products, schedule of values, and progress

schedule.2. Designation of personnel representing the parties to Contract, Owner and Slay

Architecture.3. Procedures and processing of field decisions, submittals, substitutions, applications for

payments, proposal request, Change Orders, and Contract closeout procedures.4. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with twocopies to Slay Architecture, Owner, participants, and those affected by decisions made.

CDBG Freddie Benavides 01 3000Laredo, Texas ADMINISTRATIVE REQUIREMENTSMonica Guajardo 2 of 7SA Project # 19004 - 10/10/2019

3.02 PROGRESS MEETINGSA. Slay Architecture will make arrangements for meetings, prepare agenda with copies for

participants, preside at meetings.B. Attendance Required:

1. Contractor.2. Owner.3. Slay Architecture.4. Contractor's superintendent.

C. Agenda:1. Review minutes of previous meetings.2. Review of work progress.3. Field observations, problems, and decisions.4. Identification of problems that impede, or will impede, planned progress.5. Review of submittals schedule and status of submittals.6. Review of off-site fabrication and delivery schedules.7. Maintenance of progress schedule.8. Corrective measures to regain projected schedules.9. Planned progress during succeeding work period.10. Coordination of projected progress.11. Maintenance of quality and work standards.12. Effect of proposed changes on progress schedule and coordination.13. Other business relating to work.

D. The Contractor shall schedule additional meetings with Subcontractors and Material Suppliersas required for the proper prosecution of the Work and pre-installation conferences. For thesemeetings, the Contractor shall assume the above enumerated responsibilities of the Architect.

3.03 GENERAL SUBMITTAL REQUIREMENTSA. DEFINITIONS

1. Shop Drawings: See General Conditions2. Product Data: See General Conditions3. Samples: See General Conditions4. Governmental Review Comments: Written comments and process stamps by authorized

governmental representatives on or accompanying returned documents previouslysubmitted for building permits, operating licenses, code or ordinance approvals orvariances, or other similar or related governmental reviews or approvals.

5. "A ACTION": Fabrication, manufacture and/or construction may proceed, providing theWork is in accordance with all requirements of the Contract Documents. The Architect'sfinal acceptance of the Work will be contingent upon such compliance.

6. "B ACTION": Fabrication, manufacture and/or construction may proceed. The Architect'sfinal acceptance of the Work will be contingent upon compliance with all notations and allrequirements of the Contract Documents.

7. "C ACTION": No work shall be fabricated, manufactured and/or constructed. TheContractor shall redraw and resubmit the Shop Drawings or other submittals to conformwith all requirements of the Contract Documents. Resubmit to the Architect, untilresubmission is not required. Submittals marked "C ACTION" are not permitted on theconstruction site.

B. CONTRACTOR'S DUTIES1. Before submission of first submittals and prior to submission of first Application for

Payment, submit Schedule of Submittals. List:a. Specification Section Number,b. Projected Date of Delivery to Architect,c. Date fabrication of items must begin to prevent delay in work schedule, andd. Subcontractor name and telephone number.


2. Submit shop drawings, product data, samples, and manufacturer's instruction within 45days of the Contract Date.

3. Review and approve all material developed for submittal in compliance with ContractDocuments. Determine and verify conformance of materials and submittals torequirements of Contract Documents.a. Where work is noted as "by others", indicate contractor or subcontractor providing

that construction.b. Where dimensions are noted "field dimension", indicate whether dimension has been

field verified and if not, Contractor or subcontractor responsible for the fieldverifications.

c. By submitting Shop Drawings, Product Data and Samples to Architect/Engineer theContractor represents that he has determined and verified all materials, fieldmeasurements, and field construction criteria related thereto, or will do so, and that hehas checked and coordinated the information contained within such submittals withthe requirements of the Work and of the Contract Documents.

4. Unless otherwise noted in the individual specification section, submittals shall contain:a. Date of Submission and previous submission dates if applicable.b. Project Title and Number.c. Name of Contractor.d. Name of product Supplier and Manufacturer.e. Specification section number.f. Field dimensions clearly indicated as such.g. Relationship of adjacent or critical features of the Work.h. Identification of deviations from the Contract Documents. Emphasize deviations by

"clouding" around deviations with felt tip "Highlighter" pen in color sharply contrastingwith submittal. Provide written commentary explaining reasons for deviations.

i. Applicable standards such as ASTM, ANSI, etc.j. Contractor's stamp, initialed or signed, certifying review of submittal, coordination and

compliance with the requirements of the Work.5. Deliver submittal material developed to Architect/Engineer for proper distribution and

review.6. Submit with reasonable promptness and in such sequence as to cause no delay in the

Work or in the work of the Owner or any Separate Contractor, all Shop Drawings, ProductData and Samples required by the Contract Documents.

7. Transmit each item under Architect/Engineer accepted form.8. Submit construction schedule and schedule of values within 15 days after date of

Owner-Contractor Agreement. After review by Architect/Engineer, revise and resubmit asrequired. Schedule of Values shall be used as a basis for the Contractor's Application forPayment.

9. Comply with progress schedule for submittals and related Work progress. Coordinatesubmittal of related items.

10. Coordinate submittals with requirements of Work and of Contract Documents.11. Sign or initial cover sheet of each shop drawing or product data submittal, and each

sample label to certify contractor's review of submittals and compliance with requirementsof Contract Documents.

12. After Architect/Engineer review of submittal, revise and resubmit as required, identifyingchanges made since previous submittal.

13. Reproduce and distribute copies of reviewed submittals to concerned parties. Instructrecipients to promptly report or conditions which prevent compliance.

14. Do not fabricate products or begin work which requires submittals until return of submittalwith Architect/Engineer acceptance, then complete work in accordance with acceptedsubmittals.

15. The Contractor shall not be relieved from responsibility for errors or omissions in the ShopDrawings, Product Data or Samples by the Architect/Engineer's acceptance thereof. Architect/Engineer's review of Contractor's shop drawings is an aid to the Contractor to


ensure Contractor correctly interpreted the Contract Documents and understands what isrequired by them.

C. ARCHITECT'S DUTIES1. Receive and log submittals from Contractor.

a. Transmit appropriate submittals to Engineer for review.b. Receive and log reviewed submittals from Engineer.c. Review Architectural submittals after receipt from Contractor for conformance with

submission requirements. Return non-conforming submittals to Contractor withoutreview for resubmission in conformance with requirements.

d. Review Architectural submittals with reasonable promptness. Indicate modificationsrequired, if any.

e. Affix stamp and initial or sign, and indicated requirement for resubmittal or acceptanceof submittal and return to Contractor.

f. Notify Contractor that submittals are ready for pick-up, for distribution, or revision andresubmission.

D. ENGINEER'S DUTIES1. Review Engineering submittals after receipt from Architect for conformance with

submission requirements. Return non-conforming submittals to Architect without reviewfor resubmission in conformance with requirements.a. Review Engineering submittals with reasonable promptness. Indicate modifications

required, if any.b. Affix stamp and initial or sign, and indicate requirements for resubmittal or acceptance

of submittal and return to Architect.E. RESUBMITTALS

1. Make resubmittals under procedures for initial submittals; identify changes made sinceprevious submittals.

3.04 SHOP DRAWINGSA. Electronic Shop Drawings: Shop Drawings submitted through electronic medium will be

accepted under the following conditions:1. PDF Format only.2. 8-1/2 x 11 and/or 11 x17 format size to scale when printed. Larger format shall be

submitted as hard copies.3. Number of sheets shall not exceed twenty (20).4. All other submittal requirements apply.

B. Present in a clear and thorough manner. Title each drawing with Project name; identify eachelement of drawings by reference to sheet number and detail, schedule, or room number ofContract Documents.

C. Identify field dimensions; show relation to adjacent or critical features for Work or products.D. Action on Architectural Shop Drawings:

1. Shop Drawings which are reviewed with no corrections will be stamped "A ACTION". TheArchitect will return one stamped reproducible transparency to the Contractor shall beresponsible for reproducing and distributing them as necessary.

2. Shop Drawings which have been reviewed and require only minor corrections will bestamped "B ACTION". The Architect will return one stamped reproducible transparency tothe Contractor who shall be responsible for reproducing and distribution them asnecessary.

3. Shop Drawings which have been reviewed and rejected will be stamped "C ACTION".4. If the Shop Drawings are stamped "C ACTION", the Architect will return two stamped

copies, one opaque and one transparent, to the Contractor. The Contractor shall resubmitrevised shop drawings to the Architect until "A ACTION" or "B ACTION" has beenindicated as described above.


E. Action on Engineering Shop Drawings: As above, unless otherwise indicated in thespecification.

3.05 PRODUCT DATAA. Unless otherwise noted in the specifications, submit four copies; two copies will be retained by

the Architect/Engineer.B. Mark each copy to identify applicable products, models, options, and other data; supplement

manufacturer's standard data to provide information unique to the Work.C. Submit only pages which are pertinent, referenced to specification Section and Article number.

Show reference standards, performance characteristics, and capacities, wiring and pipingdiagrams and controls, component parts, finishes, dimensions, and required clearances.

D. Modify manufacturer's standard schematic drawings and diagrams to supplement standardinformation and to provide information specifically applicable to the Work. Delete informationnot applicable.

E. Action on Architectural Product Data Literature:1. Product Data which has been reviewed and results in no corrections will be stamped "A

ACTION". The Architect/Engineer will return two stamped copies to the Contractor. Thecontractor shall be responsible for reproducing and distributing copies as necessary.

2. Product Data which is reviewed and requires only minor corrections will be stamped "BACTION".

3. Product Data which has been reviewed and rejected will be stamped "C ACTION".4. If stamped "C ACTION", the Architect/Engineer will return two stamped copies to the

Contractor. The Contractor shall resubmit new information to the Architect/Engineer until"A ACTION" or "B ACTION" has been indicated as described above.

F. Action on Engineering Product Data Literature: As above, unless otherwise indicated in thespecifications.

G. After review, reproduce and distribute in accordance with requirements in Contractor's Dutiesabove.1. File one copy of shop drawings in Project Record Documents file for transmittal to Owner

at completion of protect. See Section 01 700 for additional information.3.06 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:1. Product data.2. Shop drawings.3. Samples for selection.4. Samples for verification.

B. Submit to Slay Architecture for review for the limited purpose of checking for compliance withinformation given and the design concept expressed in Contract Documents.1. Samples will be reviewed for aesthetic, color, or finish selection.

C. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURESarticle below and for record documents purposes described in Section 01 7800 - CONTRACTCLOSEOUT.

3.07 MANUFACTURER'S INSTRUCTIONSA. When required in individual Specification Section, submit manufacturer's printed instruction for

delivery, storage, assembly, installation, start-up, adjusting, finishing, and maintenance inquantities specified for product data.

B. Submit at the same time that shop drawings are submitted.3.08 SAMPLES

A. Unless otherwise indicated in individual specification sections, submit two sets of samples.


B. Submit full range of manufacturer's standard colors, textures, and patterns forArchitect/Engineer's selection.

C. Submit samples to illustrate functional characteristics of the product, with integral parts andattachment devices. Illustrate color range by bracketing with number of samples required tofully describe range to be supplied.

D. Coordinate submittals of different sections for interfacing work.E. Include identification on each sample, giving full descriptive information.F. One set of samples will be returned to the Contractor and one set will be retained by

Architect/Engineer.G. Action on Architectural Samples:

1. Samples which are reviewed with no corrections will be stamped "A ACTION". TheArchitect will return one stamped Sample to the Contractor.

2. Samples which are reviewed and returned for corrections as noted, and subsequentresuvmittal, will be stamped "B ACTION".

3. Samples which are reviewed and rejected because they do not comply with therequirements will be marked "C ACTION".

4. If the Samples are stamped "B ACTION" or "C ACTION", the Architect will return onestamped Sample to the Contractor. The Contractor shall resubmit two new sets ofSamples until "A ACTION has been indicated as described above.

3.09 SUBMITTALS FOR INFORMATIONA. When the following are specified in individual sections, submit them for information:

1. Design data.2. Certificates.3. Test reports.4. Inspection reports.5. Manufacturer's instructions.6. Manufacturer's field reports.7. Other types indicated.

B. Submit for Slay Architecture's knowledge as contract administrator or for Owner.3.10 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked upfile will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will beretained by Slay Architecture.1. Retained samples will not be returned to Contractor.

3.11 SUBMITTAL PROCEDURESA. General Requirements:B. Transmit each submittal with approved form.C. Deliver submittals to Slay Architecture at the Laredo Office.

1. Email Electronic submittals to the project construction administrator.a. The Contractor is responsible for to confirm that electronic submittals have been

received by the Architect.D. Process Time: Allow enough time for submittal review, including time for resubmittals, as

follows. Time for review shall commence on Architect's receipt of submittal.1. Initial Review: Allow 5 business days for initial review of each submittal. Allow additional

time if process must be delayed to permit coordination with subsequential submittals. Architect will advise Contractor when submittal being processed must be delayed forcoordination.


2. Concurrent Review: Where concurrent review of submittals by Architect's consultants,Owner, or other parties is required, allowed 10 business days for intitial review for eachsubmittal.

3. If intermediate submittal is necessary, process it in the same manner as initial submittal.4. Allow 10 business days for processing each re-submittal.5. No extension of Contract Time will be authorized because of failureto transmit submittals

enough in advance of the Work to permit processing.E. Pick-up reviewed submittals from the Architect at the Laredo Office.

3.12 CONTRACTOR REQUESTED PRODUCT SUBSTITUTIONSA. Contractor requested product substitutions will ONLY be considered for acceptance by the

Architect if the following conditions are met:1. Documented Delivery Problem: The Contractor must provide substantial written

documentation to support a claim of a delivery problem which is in conflict with theconstruction schedule, including but not limited to copies of correspondence to and fromthe product manufacturer which demonstrates that a delivery problem exists relative to thetimely completion of construction work. A Contractor requested product sustitution willNOT be considered if the Constractor or any subcontractor has delayed executingsubcontract for labor agreements or scheduling subcontract work from the time ofconstruction contract award.

2. Construction Cost Savings: A contractor requested product substitution must result in a netsavings in total constrcution cost, with the proposed credit to Tenant/Landlord itemized andsubmitted along with the product substitution request.

3. The product sustitution request must be submitted to the Architect in writing, using theRequest for Product Substitution form. Contractor to request copy of form from theArchitect.

END OF SECTION

CDBG Freddie Benavides - 01 4000Laredo, Texas QUALITY REQUIREMENTSSlay Architecture 1 of 4SA Project # 19004 - 10/10/2019

SECTION 01 4000QUALITY REQUIREMENTS


A. Submittals.B. References and standards.C. Testing and inspection agencies and services.D. Control of installation.E. Manufacturers' field services.F. Defect Assessment.

1.02 RELATED REQUIREMENTSA. Document 00 7200 - General Conditions: Inspections and approvals required by public

authorities.B. General Conditions for City of Laredo Construction Contracts.C. Section 01 3000 - Administrative Requirements: Submittal procedures.D. Section 01 6000 - Product Requirements: Requirements for material and product quality.

1.03 REFERENCE STANDARDSA. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for

Use in Construction and Criteria for Testing Agency Evaluation; 2017.B. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the

Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;2012a.

C. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing,or Special Inspection; 2018.

D. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2017.1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Design Data: Submit for Slay Architecture's knowledge as contract administrator for the limited

purpose of assessing compliance with information given and the design concept expressed inthe Contract Documents, or for Owner's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to SlayArchitecture and to Contractor.1. Include:

a. Date issued.b. Project title and number.c. Name of inspector.d. Date and time of sampling or inspection.e. Identification of product and specifications section.f. Location in the Project.g. Type of test/inspection.h. Date of test/inspection.i. Results of test/inspection.j. Compliance with Contract Documents.k. When requested by Slay Architecture, provide interpretation of results.

CDBG Freddie Benavides 01 4000Laredo, Texas QUALITY REQUIREMENTSMonica Guajardo 2 of 4SA Project # 19004 - 10/10/2019

D. Certificates: When specified in individual specification sections, submit certification by themanufacturer and Contractor or installation/application subcontractor to Slay Architecture, inquantities specified for Product Data.1. Indicate material or product complies with or exceeds specified requirements. Submit

supporting reference data, affidavits, and certifications as appropriate.E. Manufacturer's Instructions: When specified in individual specification sections, submit printed

instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for theOwner's information. Indicate special procedures, perimeter conditions requiring specialattention, and special environmental criteria required for application or installation.

F. Erection Drawings: Submit drawings for Slay Architecture's benefit as contract administrator orfor Owner.1. Submit for information for the limited purpose of assessing compliance with information

given and the design concept expressed in the Contract Documents.1.05 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not includedin the Project Manual, also referred to as reference standards, comply with requirements of thestandard, except when more rigid requirements are specified or are required by applicablecodes.

B. Comply with reference standard of date of issue current on date of Contract Documents, exceptwhere a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.D. Maintain copy at project site during submittals, planning, and progress of the specific work, until

Substantial Completion.E. Should specified reference standards conflict with Contract Documents, request clarification

from Slay Architecture before proceeding.F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor

those of Slay Architecture shall be altered from Contract Documents by mention or inferenceotherwise in any reference document.

1.06 INSPECTIONS BY THE CONTRACTORA. Prior to the installation of materials over any substrate, inspect substrate to ensure supporting

surface and construction are acceptable and adequate for its intended purpose and is completeand in an acceptable condition to receive subsequent layers. If subsequent construction will beinstalled by subcontractors, conduct inspections in the company of such subcontractors.

B. At the completion of the Work of any trade and before concealment of such work by subsequentconstruction, the General Contractor's Project Superintendent or his designated representativeshall inspect the Work for compliance with Contract Documents and shall require anynonconforming work to be repaired or replaced.

1.07 TESTING AND INSPECTION AGENCIES AND SERVICESA. Contractor shall employ and pay for services of an independent testing agency to perform other

specified testing.B. Employment of agency in no way relieves Contractor of obligation to perform Work in

accordance with requirements of Contract Documents.C. Contractor Employed Agency:

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, andworkmanship, to produce work of specified quality.


B. Comply with manufacturers' instructions, including each step in sequence.C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Slay Architecture before proceeding.D. Comply with specified standards as minimum quality for the work except where more stringent

tolerances, codes, or specified requirements indicate higher standards or more preciseworkmanship.

E. Have work performed by persons qualified to produce required and specified quality.F. Verify that field measurements are as indicated on shop drawings or as instructed by the

manufacturer.G. Secure products in place with positive anchorage devices designed and sized to withstand

stresses, vibration, physical distortion, and disfigurement.3.02 TESTING AND INSPECTION

A. See individual specification sections for testing and inspection required.B. Testing Agency Duties:

1. Test samples of mixes submitted by Contractor.2. Provide qualified personnel at site. Cooperate with Slay Architecture and Contractor in

performance of services.3. Perform specified sampling and testing of products in accordance with specified

standards.4. Ascertain compliance of materials and mixes with requirements of Contract Documents.5. Promptly notify Slay Architecture and Contractor of observed irregularities or

non-compliance of Work or products.6. Perform additional tests and inspections required by Slay Architecture.7. Submit reports of all tests/inspections specified.

C. Limits on Testing/Inspection Agency Authority:1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.2. Agency may not approve or accept any portion of the Work.3. Agency may not assume any duties of Contractor.4. Agency has no authority to stop the Work.

D. Contractor Responsibilities:1. Deliver to agency at designated location, adequate samples of materials proposed to be

used that require testing, along with proposed mix designs.2. Cooperate with laboratory personnel, and provide access to the Work and to

manufacturers' facilities.3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.b. To obtain and handle samples at the site or at source of Products to be

tested/inspected.c. To facilitate tests/inspections.d. To provide storage and curing of test samples.

4. Notify Slay Architecture and laboratory 24 hours prior to expected time for operationsrequiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additionalsamples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspectionsrequired by Contractor beyond specified requirements.

E. Re-testing required because of non-compliance with specified requirements shall be performedby the same agency on instructions by Slay Architecture.

F. Re-testing required because of non-compliance with specified requirements shall be paid for byContractor.


3.03 MANUFACTURERS' FIELD SERVICESA. When specified in individual specification sections, require material or product suppliers or

manufacturers to provide qualified staff personnel to observe site conditions, conditions ofsurfaces and installation, quality of workmanship, start-up of equipment, test, adjust, andbalance equipment, and ________ as applicable, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that aresupplemental or contrary to manufacturers' written instructions.

3.04 DEFECT ASSESSMENTA. Replace Work or portions of the Work not complying with specified requirements.

END OF SECTION

CDBG Freddie Benavides - 01 5000Laredo, Texas TEMPORARY FACILITIES AND

CONTROLSSlay Architecture 1 of 3SA Project # 19004 - 10/10/2019

SECTION 01 5000TEMPORARY FACILITIES AND CONTROLS


A. Temporary sanitary facilities.B. Temporary Controls: Barriers, enclosures, and fencing.C. Security requirements.D. Vehicular access and parking.E. Waste removal facilities and services.

1.02 RELATED REQUIREMENTSA. Section 01 5100 - Temporary Utilities.B. Section 01 5500 - Vehicular Access and Parking.

1.03 TEMPORARY UTILITIES - SEE SECTION 01 5100A. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation

required for construction purposes.B. Existing facilities may not be used.C. Use trigger-operated nozzles for water hoses, to avoid waste of water.

1.04 TEMPORARY ELECTRICITYA. Provide power outlets for construction operations, with branch wiring and distribution boxes.

Provide flexible power cords as required.B. Permanent convenience receptacles may not be utilized during construction.

1.05 TEMPORARY WATER SERVICEA. Provide water source for construction operations.B. Extend branch piping with outlets located so water is available by hoses with threaded

connections.C. Provide temporary pipe insulation to prevent freezing.

1.06 TEMPORARY SANITARY FACILITIESA. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.B. Maintain daily in clean and sanitary condition.C. At end of construction, return facilities to same or better condition as originally found.

1.07 BARRIERSA. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas

that could be hazardous to workers or the public, to allow for owner's use of site and to protectexisting facilities and adjacent properties from damage from construction operations anddemolition.

B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.1.08 FENCING

A. Construction: Contractor's option.B. Provide 6 foot (1.8 m) high fence around construction site; equip with vehicular and pedestrian

gates with locks.1.09 VEHICULAR ACCESS AND PARKING - SEE SECTION 01 5500

A. Coordinate access and haul routes with governing authorities and Owner.B. Provide and maintain access to fire hydrants, free of obstructions.

CDBG Freddie Benavides 01 5000Laredo, Texas TEMPORARY FACILITIES AND CONTROLSMonica Guajardo 2 of 3SA Project # 19004 - 10/10/2019

C. Provide means of removing mud from vehicle wheels before entering streets.D. Provide temporary parking areas to accommodate construction personnel. When site space is

not adequate, provide additional off-site parking.1.10 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean andorderly condition.

B. Provide containers with lids. Remove trash from site periodically.C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable

non-combustible containers; locate containers holding flammable material outside the structureunless otherwise approved by the authorities having jurisdiction.

D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containerswith lids.

E. Continuously monitor site condition. When spills or dumping occur, determine identity of thoseresponsible and take appropriate action to prevent further incidents.

1.11 TEMPORARY CONTROLA. Protect site against contamination of all types. Instruct all employed about the site to properly

dispose of all wastes, liquid or solid, to prevent possible contamination.1. Prohibit dumping of chemicals, paints, oils, solvents, cleaning agents, solid waste or any

other compounds which might be detrimental to the site or those at the site.2. Dispose of all wastes in proper containers supplied by Contractor and serviced regularly

(not less than weekly and more often as required by volume of debris being produces).B. Continuously monitor site condition. When spills or dumping occur, deter identity of those

responsible and take appropriate action to prevent further incidents.C. Continuously monitor and manage nuisances arising from construction activities such as noise,

dust pollution and debris. When possible, schedule construction activities to produce as littleimpact on adjoining and adjacent properties as possible.

D. Do not employ construction activities which produce excessive noise or dust. Control dust usingsufficient water to prevent undue discomfort to neighbors and pedestrians.

E. Provide sedimentation control, erosion control and gravel construction drive to preventcontamination of adjacent water sheds and paved surfaces. Erect or install beforecommencement of activities at the site.

1.12 WATER CONTROLA. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain

pumping equipment.B. Protect site from puddling or running water. Provide water barriers as required to protect site

from soil erosion. Comply with local code requirements.1.13 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderlycondition. Continuously clean the site and the construction area, both exterior and interior.

B. Remove waste materials, debris, and rubbish from site weekly and dispose off-site in a lawfulmanner.

C. Remove dirt, mud, rocks and debris from paved surfaces surrounding project site. Maintain inclean condition. Clean paved surfaces at intervals commensurate with amounts of debris beingdeposited.

D. Clean the site and the construction areas, both interior and exterior, each Friday leaving the siteand building clean and orderly over the weekend.

CDBG Freddie Benavides 01 5000Laredo, Texas TEMPORARY FACILITIES AND CONTROLSMonica Guajardo 3 of 3SA Project # 19004 - 10/10/2019

1.14 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLSA. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial

Completion inspection.B. Remove underground installations to a minimum depth of 2 feet (600 mm). Grade site as

indicated.C. Clean and repair damage caused by installation or use of temporary work.D. Restore new permanent facilities used during construction to specified condition.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION

CDBG Freddie Benavides - 01 6000Laredo, Texas PRODUCT REQUIREMENTSSlay Architecture 1 of 3SA Project # 19004 - 10/10/2019

SECTION 01 6000PRODUCT REQUIREMENTS


A. General product requirements.B. Transportation, handling, storage and protection.C. Product option requirements.D. Procedures for Owner-supplied products.E. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 RELATED REQUIREMENTSA. Substitution Procedures: Substitutions made during procurement and/or

construction phases.B. Section 01 4000 - Quality Requirements: Product quality monitoring.

PART 2 PRODUCTS2.01 NEW PRODUCTS

A. Products: Means material, machinery, components, equipment, fixtures, and systems formingthe Work. Products does not include machinery and equipment used for preparation,fabrication, conveying and erection of the Work. Products may also include existing materialsor components required for reuse.

B. Do not use materials and equipment removed from existing premises, except as specificallypermitted by the Contract Documents.

C. Provide new products unless specifically required or permitted by Contract Documents.D. Use of products having any of the following characteristics is not permitted:

1. Made using or containing CFC's or HCFC's.2.02 VERIFICATION OF NON-CONTAMINATION

A. Submit Contractor's written certification that the materials used in the constructin of the Projectare totally free of all forms of polychlorinated biphenyl (PCB) or asbestos, including actinolite,amosite, anthophyllite, chrysotile, crocidolite, and tremolite.

B. For each of the following materials provided, submit a letter from the manufacturer certifyingthat products are totally free of all forms of polychlorinated byphenyl (PCB) or asbestos,including actinolite, amosite, anthophyllite, chrysotile, crocidolite, and tremolite.1. Low density fill.2. Fireproofing/fire stopping.3. Dampproofing.4. Waterproofing.5. Sealants.6. Prefabricated wall panels or siding.7. Vinyl composition flooring.8. Mechanical insulation.9. Electrical isolators.10. Other products indicated in the specification.

C. Do not use products containing lead based solders for installation of the potable water supply orin the manufacture of any component that will be connected to the potable water supply.

2.03 PRODUCT OPTIONSA. Products Specified by Reference Standards or by Description Only: Use any product meeting

those standards or description.

CDBG Freddie Benavides 01 6000Laredo, Texas PRODUCT REQUIREMENTSMonica Guajardo 2 of 3SA Project # 19004 - 10/10/2019

B. Products Specified by Naming One or More Manufacturers: Use a product of one of themanufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.

2.04 MAINTENANCE MATERIALSA. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in

individual specification sections.B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION3.01 SUBSTITUTION LIMITATIONS

A. Substitution Procedures.B. Supplementary Conditions of the Contract specify time restrictions and requirements for

submitting requests for Substitutions in addition to requirements specified in this Section.C. A request for substitution constitutes a representation that the submitter:

1. Has complied with the representations, certifications and agreements listed in theSupplementary Conditins of the Contract.

2. Agrees to be responsible for all costs incurred by all trades which result from eachsubstitution of material or equipment including costs for additional time required of theArchitect/Engineer to plan the relocation or rearrangement of physical features of theprojcet to accommodate such substitutions.

3. Agrees that, should a substitution be accepted and this substitution prove within theGuarantee Period to be defective or otherwise unsatisfactory for service for which it wasintended, the Contractor shall replace defective material with material originally specified atno additional cost.

D. Requests for time extensions will not be approved for delays due to rejected substitutions.E. No substitution will be allowed without the Architect's/Engineer's written approval.F. Substitution Submittal Procedure:

1. If proposed substitution is rejected, supply specified product.3.02 TRANSPORTATION AND HANDLING

A. Package products for shipment in manner to prevent damage; for equipment, package to avoidloss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside ofpackaging.

C. Coordinate schedule of product delivery to designated prepared areas in order to minimize sitestorage time and potential damage to stored materials.

D. Transport and handle products in accordance with manufacturer's instructions.E. Transport materials in covered trucks to prevent contamination of product and littering of

surrounding areas.F. Promptly inspect shipments to ensure that products comply with requirements, quantities are

correct, and products are undamaged.G. Provide equipment and personnel to handle products by methods to prevent soiling,

disfigurement, or damage, and to minimize handling.H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTIONA. Designate receiving/storage areas for incoming products so that they are delivered according to

installation schedule and placed convenient to work area in order to minimize waste due toexcessive materials handling and misapplication. See Section 01 7419.

CDBG Freddie Benavides 01 6000Laredo, Texas PRODUCT REQUIREMENTSMonica Guajardo 3 of 3SA Project # 19004 - 10/10/2019

B. Store and protect products in accordance with manufacturers' instructions.C. Store with seals and labels intact and legible.D. Store sensitive products in weathertight, climate-controlled enclosures in an environment

favorable to product.E. For exterior storage of fabricated products, place on sloped supports above ground.F. Protect products from damage or deterioration due to construction operations, weather,

precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and othercontaminants.

G. Comply with manufacturer's warranty conditions, if any.H. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to

prevent condensation and degradation of products.I. Prevent contact with material that may cause corrosion, discoloration, or staining.J. Provide equipment and personnel to store products by methods to prevent soiling,

disfigurement, or damage.K. Arrange storage of products to permit access for inspection. Periodically inspect to verify

products are undamaged and are maintained in acceptable condition.END OF SECTION

CDBG Freddie Benavides - 01 7000Laredo, Texas EXECUTION AND CLOSEOUT

REQUIREMENTSSlay Architecture 1 of 5SA Project # 19004 - 10/10/2019

SECTION 01 7000EXECUTION AND CLOSEOUT REQUIREMENTS


A. Examination, preparation, and general installation procedures.B. Cutting and patching.C. Surveying for laying out the work.D. Cleaning and protection.E. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.

1.02 RELATED REQUIREMENTSA. General Conditions for City of Laredo Construction ContractB. Section 01 3000 - Administrative Requirements: Submittals procedures, Electronic document

submittal service.C. Section 01 4000 - Quality Requirements: Testing and inspection procedures.

1.03 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey

work.1. On request, submit documentation verifying accuracy of survey work.2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and

locations of the work are in compliance with Contract Documents.3. Submit surveys and survey logs for the project record.

C. Project Record Documents: Accurately record actual locations of capped and active utilities.1.04 QUALIFICATIONS

A. For surveying work, employ a land surveyor registered in the State in which the Project islocated and acceptable to Slay Architecture. Submit evidence of surveyor's Errors andOmissions insurance coverage in the form of an Insurance Certificate. Employ onlyindividual(s) trained and experienced in collecting and recording accurate data relevant toongoing construction activities,

B. For field engineering, employ a professional engineer of the discipline required for specificservice on Project, licensed in the State in which the Project is located. Employ onlyindividual(s) trained and experienced in establishing and maintaining horizontal and verticalcontrol points necessary for laying out construction work on project of similar size, scope and/orcomplexity.

1.05 PROJECT CONDITIONSA. Protect site from puddling or running water. Provide water barriers as required to protect site

from soil erosion.B. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent

accumulation of dust, fumes, vapors, or gases.C. Dust Control: Execute work by methods to minimize raising dust from construction operations.

Provide positive means to prevent air-borne dust from dispersing into atmosphere and overadjacent property.

D. Erosion and Sediment Control: Plan and execute work by methods to control surface drainagefrom cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.1. Minimize amount of bare soil exposed at one time.2. Provide temporary measures such as berms, dikes, and drains, to prevent water flow.

CDBG Freddie Benavides 01 7000Laredo, Texas EXECUTION AND CLOSEOUT REQUIREMENTSMonica Guajardo 2 of 5SA Project # 19004 - 10/10/2019

3. Construct fill and waste areas by selective placement to avoid erosive surface silts orclays.

4. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptlyapply corrective measures.

E. Noise Control: Provide methods, means, and facilities to minimize noise produced byconstruction operations.

F. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insectsfrom damaging the work.

G. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing orinvading premises.

H. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil,water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced byconstruction operations. Comply with federal, state, and local regulations.

1.06 COORDINATIONA. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to

ensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed later.

B. Notify affected utility companies and comply with their requirements.C. Verify that utility requirements and characteristics of new operating equipment are compatible

with building utilities. Coordinate work of various sections having interdependent responsibilitiesfor installing, connecting to, and placing in service, such equipment.

D. Coordinate space requirements, supports, and installation of mechanical and electrical workthat are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, andconduit, as closely as practicable; place runs parallel with lines of building. Utilize spacesefficiently to maximize accessibility for other installations, for maintenance, and for repairs.

E. Coordinate completion and clean-up of work of separate sections.F. After Owner occupancy of premises, coordinate access to site for correction of defective work

and work not in accordance with Contract Documents, to minimize disruption of Owner'sactivities.

PART 2 PRODUCTS2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patchingand extending work.

B. Product Substitution: For any proposed change in materials, submit request for substitutiondescribed in Section 01 6000 - Product Requirements.

PART 3 EXECUTION3.01 EXAMINATION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work beingapplied or attached.

C. Examine and verify specific conditions described in individual specification sections.D. Take field measurements before confirming product orders or beginning fabrication, to minimize

waste due to over-ordering or misfabrication.E. Verify that utility services are available, of the correct characteristics, and in the correct

locations.


F. Prior to Cutting: Examine existing conditions prior to commencing work, including elementssubject to damage or movement during cutting and patching. After uncovering existing work,assess conditions affecting performance of work. Beginning of cutting or patching meansacceptance of existing conditions.

3.02 PREPARATIONA. Provide temporary suports to ensure structural integrity of the Work. Provide devices and

methods to protect other portions of Project from damage.B. Provide protection from elements for areas which may be exposed by uncovering work.C. Maintain excavations free of water.D. Clean substrate surfaces prior to applying next material or substance.E. Seal cracks or openings of substrate prior to applying next material or substance.F. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to

applying any new material or substance in contact or bond.3.03 LAYING OUT THE WORK

A. Verify locations of survey control points prior to starting work.B. Promptly notify Slay Architecture of any discrepancies discovered.C. Protect survey control points prior to starting site work; preserve permanent reference points

during construction.D. Promptly report to Slay Architecture the loss or destruction of any reference point or relocation

required because of changes in grades or other reasons.E. Replace dislocated survey control points based on original survey control. Make no changes

without prior written notice to Slay Architecture.F. Utilize recognized engineering survey practices.G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar

appropriate means:1. Site improvements including pavements; stakes for grading, fill and topsoil placement;

utility locations, slopes, and invert elevations; and ________.2. Grid or axis for structures.3. Building foundation, column locations, ground floor elevations, and ________.

H. Periodically verify layouts by same means.I. Maintain a complete and accurate log of control and survey work as it progresses.

3.04 GENERAL INSTALLATION REQUIREMENTSA. Install products as specified in individual sections, in accordance with manufacturer's

instructions and recommendations, and so as to avoid waste due to necessity for replacement.B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and

horizontal lines, unless otherwise indicated.D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.E. Make neat transitions between different surfaces, maintaining texture and appearance.

3.05 CUTTING AND PATCHINGA. Whenever possible, execute the work by methods that avoid cutting or patching.B. Perform whatever cutting and patching is necessary to:

1. Complete the work.2. Fit products together to integrate with other work.3. Match work that has been cut to adjacent work.4. Repair areas adjacent to cuts to required condition.


5. Repair new work damaged by subsequent work.6. Remove samples of installed work for testing when requested.7. Remove and replace defective and non-complying work.

C. Execute work by methods that avoid damage to other work and that will provide appropriatesurfaces to receive patching and finishing. In existing work, minimize damage and restore tooriginal condition.

D. Employ original installer to perform cutting for weather exposed and moisture resistantelements, and sight exposed surfaces.

E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without priorapproval.

F. Restore work with new products in accordance with requirements of Contract Documents.G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.H. Patching:

1. Finish patched surfaces to match finish that existed prior to patching. On continuoussurfaces, refinish to nearest intersection or natural break. For an assembly, refinish entireunit.

2. Match color, texture, and appearance.3. Repair patched surfaces that are damaged, lifted, discolored, or showing other

imperfections due to patching work. If defects are due to condition of substrate, repairsubstrate prior to repairing finish.

3.06 PROGRESS CLEANINGA. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly

condition.B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed

or remote spaces, prior to enclosing the space.C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning

to eliminate dust.D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose

off-site; do not burn or bury.3.07 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.B. Provide special protection where specified in individual specification sections.C. Provide temporary and removable protection for installed products. Control activity in immediate

work area to prevent damage.D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement

of heavy objects, by protecting with durable sheet materials.F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is

necessary, obtain recommendations for protection from waterproofing or roofing materialmanufacturer.

G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.3.08 ADJUSTING

A. Adjust operating products and equipment to ensure smooth and unhindered operation.3.09 FINAL CLEANING

A. Execute final cleaning prior to final project assessment.B. Use cleaning materials that are nonhazardous.


C. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to thesurface and material being cleaned.

D. Clean debris from roofs and drainage systems.E. Clean site; sweep paved areas, rake clean landscaped surfaces.F. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;

dispose of in legal manner; do not burn or bury.END OF SECTION

CDBG Freddie Benavides - 01 7800Laredo, Texas CONTRACT CLOSEOUTSlay Architecture 1 of 6SA Project # 19004 - 10/10/2019

SECTION 01 7800CONTRACT CLOSEOUT


A. Closeout Procedures.B. Final Cleaning.C. Adjusting.D. Project Record Documents.E. Operation and Maintenance Data.F. Warranties and bonds.G. Spare parts and maintenance manuals.

1.02 RELATED REQUIREMENTSA. Section 00 7200 - General Conditions: Performance bond and labor and material payment

bonds, warranty, and correction of work.B. Section 01 5000 - Construction Facilities and Temporary Controls: Progress cleaning.C. Section 01 3000 - Administrative Requirements: Submittals procedures, shop drawings,

product data, and samples.D. Section 01 7000 - Execution and Closeout Requirements: Contract closeout procedures.E. Individual Product Sections: Specific requirements for operation and maintenance data.F. Individual Product Sections: Warranties required for specific products or Work.

1.03 CLOSEOUT PROCEDURESA. Immediately prior to request for Substantial Completion, inspect the Work and replace all

materials or portions of the construction that are damaged, defaced, stained, faded, scratched,abraded, chipped, cracked or in any manner rendered unsightly.

B. Before requesting Substantial Completion review, prepare a list of items to be completed and/orcorrected (Punch List), the value of items on the list, and reasons why the work is not complete.

C. When Contractor considers Work or designated portion of Work is substantially complete,submit: 1) request for Substantial completion review with a list of items to be completed orcorrected, one of which shall not be cleaning and 2) Record Documents as required below.

D. Submit written certification that Contract Documents have been reviewed, Work has beeninspected and that Work is complete in accordance with Contract Documents.

E. Submit to Architect/Engineer with written request for review Certificate of Occupancy orevidence that request for Certificate of Occupancy has been sent to city of Jourdanton and thatCertificate of Occupancy has been denied or is being withheld through no fault of theContractor.

F. After receipt of required submittals, Architect/Engineer will schedule review.G. Should Architect/Engineer review find Work is not substantially complete, he will promptly notify

Contractor in writing, listing observed deficiencies.H. Contractor shall remedy deficiencies and send a second written notice for review.I. Architect/Engineer will re-review the work.J. If Architect has to review work more than three (3) times, a Change Order will be issued for the

amount of time the Architect must spend, so that the Owner can get credit for the time and thenpay the Architect.

CDBG Freddie Benavides 01 7800Laredo, Texas CONTRACT CLOSEOUTMonica Guajardo 2 of 6SA Project # 19004 - 10/10/2019

K. When Architect/Engineer finds Work is substantially complete he will prepare a Certificate ofSubstantial Completion in accordance with provisions of General Conditions with a revisedtentative list of items to be completed or corrected (Punch List).

L. Complete modifications or correction required by Punch List within 14 days from date of receiptof Punch List.

1.04 FINAL CLEANINGA. Execute final cleaning prior to final inspection.B. In general:

1. Clean interior and exterior glass and surfaces exposed to view.2. Polish transparent and glossy surfaces to a bright clean shine.3. Vacuum carpeted surfaces.4. Mop hard surfaced finish flooring. Waxing is not required.5. Clean light fixtures, plumbing fixtures and interior equipment.6. Remove temporary labels, stains and foreign substances.

C. Use only materials and methods recommended by manufacturer of material being cleaned.D. Use materials which will not create hazards to health or property, and which will not damage

surfaces.E. Clean equipment and fixtures to a sanitary condition.F. Replace filters of operating equipment. Service permanent equipment placed in service during

construction. Return to like new condition.G. Clean debris from roofs, gutters, downspouts, and drainage systems.H. Clean site; wash and sweep paved areas, rake clean landscaped surfaces.I. Remove waste and surplus materials, rubbish, and construction facilities from the site.

1.05 ADJUSTINGA. Adjust operating Products and equipment to ensure smooth and unhindered operation.

1.06 SUBMITTALSA. Evidence of Compliance with Requirements of Governing Authorities:

1. Certificates of Inspection.2. Certificate of Occupancy, if not previously delivered.

B. Keys and Keying Schedule: Under provisions of Section 08710.C. Evidence of Payment and Release of Liens: In accordance with Conditions of the Contract.D. Consent of Surety to Final Payment.E. Certificates of Insurance for Products and Completed Operations: In accordance with

Supplementary Conditions.F. Final closeout submittals not previously received.G. Project Record Documents: Submit documents to Slay Architecture with claim for final

Application for Payment.H. Operation and Maintenance Data:

1. For equipment, or component parts of equipment put into service during construction andoperated by Owner, submit completed documents within ten days after acceptance.

I. Warranties and Bonds:1. For equipment or component parts of equipment put into service during construction with

Owner's permission, submit documents within 10 days after acceptance.2. Make other submittals within 10 days after Date of Substantial Completion, prior to final

Application for Payment.


3. For items of Work for which acceptance is delayed beyond Date of SubstantialCompletion, submit within 10 days after acceptance, listing the date of acceptance as thebeginning of the warranty period.

J. Subcontractors list with address, phone numbers, fax numbers and contact person name.K. Warranties.L. Release of Liens.M. General:

1. All CADD disc shall be "Autocad" on CD Rom.2. All text disc to be "WordPerfect" or "Word".

1.07 STATEMENT OF ADJUSTMENT OF ACCOUNTSA. Submit final statement reflecting adjustments to Contract Sum indicating:

1. Original Contract Sum.2. Previous Change Orders3. Changes under allowances4. Deductions for uncorrected work5. Deductions for Architect's additional services originating from substitutions6. Deductions for reinspection fees7. Other adjustments to Contract Sum8. Total Contract Sum as adjusted9. Previous payments10. Sum remaining due

B. Architect/Engineer will issue a final Change Order, if required, reflecting approved adjustmentsto Contract Sum not previously made by Change Orders.

1.08 APPLICATION FOR FINAL PAYMENTA. Submit application for final payment in accordance with provisions of Conditions of the Contract.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 PROJECT RECORD DOCUMENTS

A. Maintain on site one set of the following record documents; record actual revisions to the Work:1. Drawings.2. Specifications.3. Addenda.4. Change Orders and other modifications to the Contract.5. Reviewed shop drawings, product data, and samples.6. Manufacturer's instruction for assembly, installation, and adjusting.7. Test and inspection reports from testing laboratory.

B. Ensure entries are complete and accurate, enabling future reference by Owner.C. Store record documents separate from documents used for construction.D. Record information concurrent with construction progress.E. Specifications: Legibly mark and record at each product section description of actual products

installed, including the following:1. Manufacturer's name and product model and number.

a. and serial number.2. Product substitutions or alternates utilized.3. Changes made by Addenda and modifications.

a. with corresponding Addenda or Modification number.F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction

including:


1. Measured depths of foundations in relation to finish first floor datum.2. Measured horizontal and vertical locations of underground utilities and appurtenances,

referenced to permanent surface improvements.3. Measured locations of internal utilities and appurtenances concealed in construction,

referenced to visible and accessible features of the Work.4. Field changes of dimension and detail.5. Submit all Record Documents to Architect with claim for Substantial Completion

inspection.3.02 OPERATION AND MAINTENANCE DATA

A. Submit one copy of completed set of volumes in final form with requiest for SubstantialCompletion inspection. This copy will be returned after Substantial Completion with Architectcomments. Revise content of documents as required prior to fianl submittal.

B. Source Data: For each product or system, list names, addresses and telephone numbers ofSubcontractors and suppliers, including local source of supplies and replacement parts.

C. Product Data: Mark each sheet to clearly identify specific products and component parts, anddata applicable to installation. Delete inapplicable information.

D. Drawings: Supplement product data to illustrate relations of component parts of equipment andsystems, to show control and flow diagrams.

3.03 SPARE PARTS AND MAINTENANCE MATERIALSA. Provide products, spare parts, maintenance and extra materials in quantities specified in

individual specification Sections.B. Deliver to Project site and place in locations as directed; obtain receipt prior to final payment.C. The Contractor shall provide services of skilled and competent supervisory personnel to instruct

the Owner's personnel in the operation and maintenance of all operating equipment andsystems provided as part of the Contract.

3.04 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHESA. For Each Product, Applied Material, and Finish:

1. Product data, with catalog number, size, composition, and color and texture designations.2. Information for re-ordering custom manufactured products.

B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agentsand methods, precautions against detrimental cleaning agents and methods, andrecommended schedule for cleaning and maintenance.

C. Where additional instructions are required, beyond the manufacturer's standard printedinstructions, have instructions prepared by personnel experienced in the operation andmaintenance of the specific products.

3.05 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMSA. For Each Item of Equipment and Each System:

1. Description of unit or system, and component parts.2. Identify function, normal operating characteristics, and limiting conditions.3. Include performance curves, with engineering data and tests.4. Complete nomenclature and model number of replaceable parts.

B. Where additional instructions are required, beyond the manufacturer's standard printedinstructions, have instructions prepared by personnel experienced in the operation andmaintenance of the specific products.

C. Panelboard Circuit Directories: Provide electrical service characteristics, controls, andcommunications; typed.

D. Include color coded wiring diagrams as installed.


E. Operating Procedures: Include start-up, break-in, and routine normal operating instructions andsequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.

F. Maintenance Requirements: Include routine procedures and guide for preventativemaintenance and trouble shooting; disassembly, repair, and reassembly instructions; andalignment, adjusting, balancing, and checking instructions.

G. Provide servicing and lubrication schedule, and list of lubricants required.H. Include manufacturer's printed operation and maintenance instructions.I. Include sequence of operation by controls manufacturer.J. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams

required for maintenance.K. Provide control diagrams by controls manufacturer as installed.L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and

control diagrams.M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities

to be maintained in storage.N. Include test and balancing reports.O. Additional Requirements: As specified in individual product specification sections.

3.06 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALSA. Assemble operation and maintenance data into durable manuals for Owner's personnel use,

with data arranged in the same sequence as, and identified by, the specification sections.B. Where systems involve more than one specification section, provide separate tabbed divider for

each system.C. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE

INSTRUCTIONS; identify title of Project; identify subject matter of contents.D. Project Directory: Title and address of Project; names, addresses, and telephone numbers of

Slay Architecture, Consultants, Contractor and subcontractors, with names of responsibleparties.

E. Tables of Contents: List every item separated by a divider, using the same identification as onthe divider tab; where multiple volumes are required, include all volumes Tables of Contents ineach volume, with the current volume clearly identified.

F. Text: Manufacturer's printed data, or typewritten data on 24 pound paper.G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to

size of text pages.H. Arrange content by systems under section numbers and sequence of Table of Contents of this

Project Manual.I. Contents: Prepare a Table of Contents for each volume, with each product or system

description identified, in three parts as follows:1. Part 1: Directory, listing names, addresses, and telephone numbers of Slay Architecture,

Contractor, Subcontractors, and major equipment suppliers.a. Air and water balance reports.b. Certificates.c. Photocopies of warranties and bonds.

J. Provide a listing in Table of Contents for design data, with tabbed dividers and space forinsertion of data.


K. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of SlayArchitecture, Consultants, and Contractor with name of responsible parties; schedule ofproducts and systems, indexed to content of the volume.

3.07 WARRANTIES AND BONDSA. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers,

and manufacturers, within 10 days after completion of the applicable item of work. Except foritems put into use with Owner's permission, leave date of beginning of time of warranty untilDate of Substantial completion is determined.1. Submit prior to final Application for Payment.

B. Verify that documents are in proper form, contain full information, and are notarized.C. Co-execute submittals when required.D. Retain warranties and bonds until time specified for submittal.E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal

within ten days after acceptance, listing date of acceptance as start of warranty period.F. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of

Project; name, address and telephone number of Contractor and equipment supplier; and nameof responsible company principal.

G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the ProjectManual, with each item identified with the number and title of the specification section in whichspecified, and the name of product or work item.

H. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor,supplier, and manufacturer, with name, address, and telephone number of responsible principal.

END OF SECTION

CDBG Freddie Benavides - 09 9600Laredo, Texas HIGH-PERFORMANCE COATINGSSlay Architecture 1 of 1SA Project # 19004 - 10/10/2019

SECTION 09 9600HIGH-PERFORMANCE COATINGS

PART 2 PRODUCTS1.01 TOP COAT MATERIALS

A. Coatings - General: Provide complete multi-coat systems formulated and recommended bymanufacturer for the applications indicated, in the thicknesses indicated; number of coatsspecified does not include primer or filler coat.

END OF SECTION

CDBG Freddie Benavides - 13 3100Laredo, Texas FABRIC STRUCTURESSlay Architecture 1 of 5SA Project # 19004 - 10/10/2019

SECTION 13 3100FABRIC STRUCTURES


A. Custom tensioned fabric structure, including fabric, structural steel supporting members, fittings,and accessories.

1.02 RELATED REQUIREMENTSA. Section 03 3000 - Cast-in-Place Concrete: Concrete foundations.B. Section 05 1200 - Structural Steel Framing: Additional requirements for support steel.C. Section 09 9600 - High-Performance Coatings: Coatings for structural steel members,

tensioning nuts, and fabric plates.1.03 REFERENCE STANDARDS

A. ASCE 7 - Minimum Design Loads and Associated Criteria for Buildings and Other Structures;Most Recent Edition Cited by Referring Code or Reference Standard.

B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.C. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,

Welded and Seamless; 2018.D. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000

PSI Tensile Strength; 2014 (Editorial 2017).E. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon

Steel Structural Tubing in Rounds and Shapes; 2018.F. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2018b.G. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts and

Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi MinimumTensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength;2018.

H. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015, with Errata (2016).I. NFPA 701 - Standard Methods of Fire Tests for Flame Propagation of Textiles and Films; 2015.J. American Welding Society: Structural Welding Code AWS D1.1: Symbols for Welding and

Nondestructive Testing AWSS 2.3.K. American Institute of Steel Construction (AISC): Specifications for the design, fabrication, and

erection of structural steel.L. SSPC-SP 6 - Commercial Blast Cleaning; 2007.M. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.

2004).1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Submit manufacturer's product data, including test reports on fabric showing

compliance with specified properties.C. Shop Drawings: Submit construction drawings including plans, elevations, details, dimensions,

support steel sizing, cables and hardware, clamp/corner plates, fittings, fabric, fabric layoutseams, and the following:1. Exact interface geometry determination and definitions.2. Coordination between fabric and structural supports3. Interfaces to foundation supports.

CDBG Freddie Benavides 13 3100Laredo, Texas FABRIC STRUCTURESMonica Guajardo 2 of 5SA Project # 19004 - 10/10/2019

4. Design loads used in structural calculations.5. Foundation reaction loads.6. Stamp or seal of design engineer.

D. Samples: Submit at least 6 inch by 6 inch (152 mm by 152 mm) sample of fabric.E. Erection/Stressing Plan: Submit a compressive erection and stressing plan, including drawings

and sketches that clearly show the proposed erection procedure for the fabric roof elements,cables, and structural steel during each stage of construction.

F. Provide proof of installed reference sites with six structures for similar scope of project andinstallation that are engineered to IBC Specitfications.

1.05 QUALITY ASSURANCEA. Manufacturer Qualifications: Firm that is capable of assuming complete responsibility for

design, engineering, fabrication, delivery, preparation, installation, adjusting, cleaning ofstructure, and the following:1. Having minimum of five years experience in design and fabrication of tensioned fabric

structures of similar size and complexity to that specified.2. Employing a professional staff and qualified consultants experienced with tensioned fabric

structures of similar size and complexity to that specified.3. Employing integrated CAD and finite element computer software programs to ensure

adequacy of design and accurate 3-dimensional computer generated models forfabrication of structure; using CAD system to prepare construction drawings and interfacewith the plotting and cutting process, ensuring high precision fabric cutting.

4. Providing installation directly supervised by a superintendent, directly employed bycontractor, with five years of experience in installation of tensioned fabric structures ofsimilar size and complexity to that specified.

1.06 DELIVERY, STORAGE, AND HANDLINGA. Deliver materials to site in manufacturer's original, unopened containers and packaging, with

labels clearly identifying product name and manufacturer.B. Store materials in accordance with manufacturer's instructions, in a clean, dry, well ventilated

area, above ground on blocking, and do not allow materials to become wet, stained, or dirty.C. Handle materials so as to protect materials, coatings, and finishes during handling and

installation to prevent damage or staining.1. Handle fabric in accordance with manufacturer's instructions.2. Use care in handling of fabric to avoid damage to fabric material and coating.3. Do not damage, crush, or kink cables.

1.07 WARRANTYA. See Section 01 7800 - CONTRACT CLOSEOUT, for additional warranty requirements.B. Warranty shall include all labor, materials, equipment necessary to repair/replace defective work

and/or materials to the satisfaction of City of Laredo. Warranty shall include but niot be limitedto the following:1. Replacement of defective fabrics and stitching showing signs of rot, embrittlement,

cracking, tearing, mold, mildue, shrinkage, or significant color change.2. Repair/replacement of foundation supports and steel sturctures showing signs of

deterioration, excessive rusting, or corrosion.C. Fabric materials including stitching: 10 years from the date of Substantial CompletionD. Steel Structure: 20 years from the date of Substantial Completion.E. Provide installer's written one year workmanship warranty.

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Tensioned Fabric Structures:


1. Impression Design Inc. : https://laredoshades.com/2. Substitutions: See Section 01 6000 - Product Requirements.

2.02 TENSIONED FABRIC STRUCTURESA. Tensioned Fabric Structure: Provide a custom tensioned fabric structure consisting of fabric

stretched on steel structural supports, with the following characteristics:1. Capable of withstanding loads specified in ASCE 7 and local building code without damage

or failure; for designer's information, project falls under the following design categories:a. Basic Wind Speed: 105 mph (____ km/h).b. Exposure Category: C.c. Importance Factor: II.

2. Capable of maintaining structural integrity in event of a tear propagating in fabric, withoutendangering occupants.

3. Shape geometry selected for equilibrium based on stress in fabric.4. Having a smooth uniform fabric surface with even curved edges and interfaces and without

wrinkles, cuts, abrasions, stains, marks, surface defects, or seaming aberrations.5. Configuration as indicated on drawings.6. Made of prefabricated components ready for installation.

2.03 MATERIALSA. Fabric: Manufacturer's option, with expected life span of 10 years and minimum warranty

period of 3 years.B. Fabric: High density polyethylene (HDPE) structural mesh.

1. Warp and Weft Filaments: 100 percent round mono-filament.2. Finished Weight: 22 oz/sq yd (____ g/sq m).3. Stretch Properties: Dimensionally stable in warp and weft.4. Flame Retardancy: Comply with NFPA 701.5. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84, Class A.6. Seams: Sufficient strength to develop 90 percent of full strength of fabric at 140 degrees F

(60 degrees C) in direct tension across seam.a. Acceptable Seams and Edges: Overlock stitched into a polyethylene rope of

appropriate stretch and durability characteristics or other approved material.b. Prohibited Seams and Edges: French-hem seam and edge details around a steel

cable are unacceptable due to wear characteristics.c. Prevent fabric from coming into contact with steel support members other than

through polyethylene edge rope or other corner terminations; stretched fabric oversteel support frame is unacceptable due to wear characteristics.

7. Expected Service Life: Ten to twelve years.8. Color: White.9. Manufacturers:

a. MultiKnit LTD__________.b. Substitutions: See Section 01 6000 - Product Requirements.

C. Stitching and Thread1. All sewing threads are to be double stitched.2. Thread shall be GORE Tenara Sewing Thread manufactured from 100 % expanded PTFE

(Teflon); mildue resistant exterior approved thread. Thread shall meet or exceed thefollowing:a. Flexible temperature rangeb. Very low shrinkage factorc. Extreemly high stregnth, durable in outdoor climatesd. Resists flex and abrasion of fabrice. Unaffected by cleaning agents: acid rain, mildue, salt water and rot resistant,

unaffected by most industrial pollutantsf. Treated for prolonged exposure to the sun


g. Rot resistantD. Supporting Steel Members: As specified in Section 05 1200, unless otherwise specified in this

section; steel members are hot-dipped galvanized after fabrication.1. Structural Steel: ASTM A36/A36M.2. Structural Pipe: ASTM A53/A53M, Type E or S, Grade B.3. Structural Tubing: ASTM A500/A500M, Grade B.4. High-Strength Bolts: ASTM F3125/F3125M.5. Common Bolts: ASTM A307.6. Threaded Rod: ASTM A36/A36M.7. Anchor Bolts, Non-Headed: ASTM A307.8. Anchor Bolts, Threaded Rod: ASTM A36/A36M.9. Welding: Perform in accordance with AWS D1.1/D1.1M.

E. Paint for Structural Steel Members, Tensioning Nuts, and Fabric Plates:1. As specified in Section 09 9600.2. Surface Preparation: Commercial blast cleaning complying with SSPC-SP6.3. Primer: SSPC-Paint 20; minimum dry film thickness (DFT) of 3 to 5 mils, 0.003 to 0.005

inch (0.076 to 0.127 mm).4. Intermediate Coat: Polyamide epoxy; minimum dry film thickness (DFT) of 3 to 5 mils,

0.003 to 0.005 inch (0.076 to 0.127 mm).5. Finish Coat: Aliphatic polyurethane; minimum dry film thickness (DFT) of 10 mils, 0.010

inch (0.254 mm).6. Color as selected by Slay Architecture.

F. Cables and End Fittings: Provide structural cables of same type having same modulus ofelasticity.1. Cables: Stainless steel, Type 304 or 316.2. Cables in Contact with Fabric: PVC sleeved.3. Cable Length Tolerance: As indicated on drawings.4. Swaged and Speltered Fittings: Design and install to develop full breaking strength of

cable.5. Thimble End Fittings: Design and install to develop a minimum of 90 percent of breaking

strength of cable.6. Swaged End Fittings, Pins, Nuts, and Washers: Stainless steel.7. Tensioning Nuts and Fabric Plates: Galvanized steel, finished with two coats of epoxy

paint.G. Shackles, Rigging Screws, Clamps, and Tensioning Hardware: Stainless steel architectural

finished material only.H. Interior Lighting: Pre-drill base plates to allow conduit to be installed and cabling to run inside

support steel for mounting lights under canopy.PART 3 EXECUTION3.01 EXAMINATION

A. Examine area to receive structure; notify Slay Architecture if area is not acceptable, and do notbegin installation until unacceptable conditions have been corrected.

B. Examine foundations and anchor bolts for location and elevation; notify Slay Architecture ofinaccuracies, and do not begin installation until unacceptable conditions have been corrected.

3.02 PREPARATIONA. Prepare an erection plan for all structural and fabric installation activity, including a detailed

sequence of the work.B. Prepare a clear, flat, smooth, and clean layout area on ground of sufficient size for assembly of

fabric panels; prepare area adjacent to location of structure installation.


C. Check contact surfaces to remove sharp objects, dirt, grease, oil, and other causes for rips,scratching, or other damage to fabric panels during installation.

D. Use temporary ground sheets where fabric panels are to be dragged across a surface toprevent chaffing or other damage to fabric panel surface.

3.03 INSTALLATIONA. Comply with pre-established erection plan.B. The installation of fabric shade structures shall be performed by manufacturer or

manufacturer-approved contractor, which shall be bonded and obtained the necessary permitsto work in Laredo, Texas. All installation personnel must have experience in the erection oftensioned fabric structures.

C. The contrator installing the structure shall comply with manufactureres instructions forassembly, installation, and erection per approved drawings.

D. Do not undertake erection of fabric during inclement weather conditions; installer has soleresponsibility to determine when conditions are safe for erection.

E. Install structure in accordance with manufacturer's instructions at location indicated ondrawings.

F. Concrete Foundations:1. Install concrete foundations and anchor bolts as specified in Section 03 3000 and as

indicated on drawings.2. Ensure exposed concrete surfaces are smooth, uniform and clean, with no "bug holes," air

voids, or other surface blemishes.3. Ensure concrete has obtained specified minimum compressive strength before erection of

support steel.G. Support Steel:

1. Erect support steel as specified in Section 05 1200 and as indicated on drawings.2. Erect support steel plumb, level, and square, to correct location and elevation.3. Do not perform field welding without approval of Slay Architecture; use experienced

welders.H. Install structure in necessary sequence and with sufficient bracing to ensure stability throughout

installation.I. Slay Architecture will inspect installed concrete foundations, support steel, cables, and fittings

before installation of fabric only to ensure compliance with data submittals.J. Install and tension fabric in accordance with manufacturer's instructions.

1. Use care in installation of fabric to avoid damage to base material, coating, and surfacetreatment.

2. Ensure surfaces of fabric are smooth, uniform, and clean, with even curved edges andinterfaces, and with no cuts, scratches, abrasions, stains, marks, blemishes, or weldingirregularities.

K. Repair or replace defective or damaged materials, coatings, and finishes as directed by SlayArchitecture.

3.04 ADJUSTINGA. Make final adjustments to structure as required for structural integrity, geometric shape, and

free from objectionable wrinkles when viewed from the normally occupied space.3.05 CLEANING

A. Clean structure in accordance with fabric manufacturer's instructions.END OF SECTION

CDBG Freddie Benavides Park Improvements 26 0000 City of Laredo, Texas ELECTRICAL GENERAL PROVISIONS H2MG, LLC 1 of 14 07-01-2019

SECTION 26 0000 ELECTRICAL GENERAL PROVISIONS 1.0 GENERAL 1.1 RELATED DOCUMENTS a. The Architectural Plans and Specifications, the General Conditions, Supplementary General Conditions and other requirements of Division 01, the Structural Plans and Specifications, the Mechanical Plans and Specifications, and the Electrical Plans apply to the work specified in the Electrical Sections, and shall be complied with in every respect. The Contractor shall examine all of these documents, which make up the Contract Documents, and shall coordinate them with all electrical work on the Electrical plans and in the Electrical Sections of these Specifications. 1.2 SUMMARY a. The work covered by the electrical specifications shall include the furnishing of all materials, labor, transportation, tools, permits, fees, utilities, and incidentals necessary for the complete installation of all electrical work required in the contract documents and specified herein. The intent of the contract documents is to provide an installation complete in every respect. In the event that additional details or special construction may be required for the work indicated or specified in this section or work specified in other sections, it shall be the responsibility of the Contractor to provide all material and labor which is usually furnished with such systems in order to make the installation complete and operative. b. The Contractor shall be responsible for the coordination and proper relation of his work to the building structure and to the work of other trades. The Contractor shall visit the site and thoroughly familiarize himself with the existing conditions that affect the work and to verify all dimensions. The Contractor shall advise the Architect of any discrepancy prior to bidding. The submission of a bid shall be deemed evidence of the Contractors site visit, the coordination of all existing conditions, and the inclusion of all consideration for existing conditions. c. Electrical services and connections to motors and appliances furnished by others including, but not limited to, heating ventilation and air conditioning equipment, plumbing equipment and associated controls, and equipment specified by other specification divisions included in the Construction Documents. 1.3 DRAWINGS AND SPECIFICATIONS a. These Specifications are accompanied by Drawings of the building and details of the installations indicating the locations of equipment, piping, ductwork, outlets, light fixtures, switch controls, receptacles, etc. The Drawings and these Specifications are complementary to each other, and what is required by one shall be as binding as if required by both. Phase, neutral and switch leg indications are shown only where it is considered that clarification is required to indicate typical wiring methods required. b. If any departures from the contract documents are deemed necessary by the Contractor, details of such departures and the reasons therefore shall be submitted in writing to the Architect for review. No departures shall be made without prior written approval of the Architect. c. The interrelation of the Specifications, the Drawings, and the Schedules is as follows: The Specifications determine the nature and quality of the materials, the Drawings establish the quantities, dimensions and details, and the Schedules give the performance characteristics. Should the Drawings disagree in themselves, or with the Specifications, the better quality or greater quantity of work or materials shall be estimated upon, and unless otherwise directed by the Architect in writing, shall be performed or furnished. In case the Specifications should not fully agree with the Schedules, the latter shall govern. Figures indicated on Drawings govern scale measurements and large scale details govern


small scale Drawings. In case of disagreement between Specifications and Drawings, see Division 1 of these Specifications for clarification. d. Items specifically mentioned in the specifications but not shown on the contract drawings and/or items shown on the contract drawings but not specifically mentioned in the specifications shall be installed by the Contractor under the appropriate section of work as if they were both specified and shown. 1.4 CODES AND STANDARDS a. All work shall comply with the applicable rules and regulations of the National Electrical Code, the National Electrical Safety Code, the National Fire Codes (published by National Fire Protection Association), American with Disabilities Act Regulations, the Local Authority Having Jurisdiction, the terms and conditions of services of the electrical utility, as well as any other authorities that may have lawful jurisdiction pertaining to the work specified. None of the terms or provisions of this specification shall be construed as waiving any of the rules, regulations, or requirements of these authorities. b. The Contractor shall resolve any code violation discovered in the contract documents with the Architect prior to award of the contract. c. In any instance where these Specifications call for materials of a better quality or larger size than required by the codes, the provisions of these Specifications shall take precedence. The codes shall govern in case of direct conflict between the codes and the specifications. 1.5 REQUEST FOR INFORMATION a. The Contractor may, after exercising due diligence to locate required information, request from the Consultant clarification or interpretation of the requirements of the Contract Documents. The consultant shall respond to such Contractor’s requests for clarification or interpretation. However, if the information requested by the Contractor is apparent from field observations, is contained in the Contract documents or is reasonably discernable from them, the Contractor shall be responsible to the Owner for all reasonable costs charged by the consultant to the Owner for the additional services required to provide such information. 1.6 CONTRACT CHANGES a. When submitting proposed changes, both additive and deductive, the Contractor shall include and set forth in clear and precise detail, a breakdown of labor and materials along with estimated impact on the construction schedule. Contractor shall furnish spreadsheets that include quantities, unit costs and extensions. Any special equipment, i.e., fixtures, switchgear, special systems included in change proposal, shall be listed separately on vendor-supplied quote with detailed itemization and unit costs, with additions and deletions listed separately. 1.7 ELECTRICAL UTILITIES a. The contract documents reflect the general location, voltage, ampacity, size and manner of routing for all utilities known to be required on this project. It shall be the responsibility of the Contractor to visit the site, meet with the local Electrical Company personnel in order to coordinate and confirm the exact requirements for all electrical utilities. The bid submitted by the Contractor shall include costs for all such coordination work as well as any and all utility and telephone company charges and/or fees. 1.8 BUILDING CONSTRUCTION a. It shall be the responsibility of the Contractor to consult the Architectural and Engineering Drawings and Details so as to thoroughly familiarize himself with the type and quality of construction to be provided on this project.


b. The electrical drawings are diagrammatic in character and cannot show every connection in detail or every line or conduit in its exact location. These details are subject to the requirements of local ordinances and also structural and Architectural conditions. The Contractor shall carefully investigate structural and finish conditions and shall coordinate with all other trades in order to avoid interference between the various phases of work. c. The approximate location of electrical items is indicated on the electrical drawings. These drawings are not intended to give complete and exact details in regard to location of outlets, apparatus, etc. Exact locations are to be determined by actual measurements at the job site and will in all cases be subject to the approval of the Architect. The Architect reserves the right to make any reasonable changes in the location indicated without additional cost. 1.9 BUILDING DEMOLITION a. Unless noted otherwise, remove all electrical materials and equipment from areas designated for demolition. b. Where electrical equipment is indicated for removal, the Contractor shall remove all associated wiring back to the last active outlet or to the panelboard. If all electrical equipment on the circuit is scheduled for removal, the Contractor shall remove the associated conduit system where run exposed or accessible in ceilings or floor plenums. Where conduit is concealed in walls, floors or ceilings the exposed portion of the conduit shall be cut off flush with the building surface and the concealed portion shall be capped and abandoned in place. All voids left by the removal of electrical equipment shall be filled with grout and finished to match existing adjacent surfaces. Removal of any electrical equipment shall be performed in such a way not to interfere with ongoing daily building operations. c. All salvage shall remain the property of the Owner and be delivered to a location, on site, as designated by the Owner. In the event the Owner does not desire to retain the salvage material, the material becomes the property of the Contractor and shall be disposed of by the Contractor. d. Existing electrical services and controls to items being removed by others must be disconnected as a requirement of this section. e. Wherever a new to existing electrical connection is required, the Contractor shall provide all materials (e.g., junction boxes, conduit, fittings, wiring and wiring connections) and labor required to make the connections. f. The Contractor shall be responsible to maintain all branch circuits, in an operational condition, in all areas not included under this contract that may be affected during the demolition. g. The Contractor shall field verify power connection points of devices not scheduled for removal, by means of circuit tracing, prior to any rewiring. Equipment and devices not scheduled for removal and their associated branch circuitry shall remain in their original operating condition. h. The Contractor shall provide new wiring for all branch circuits and feeders. Splicing new wiring to old wiring is not acceptable. Existing conduit system may be reused and extended as required unless visible conduit damage is noted, in which case the existing conduit system shall be replaced with a new conduit system. 1.10 CONTRACTOR QUALIFICATIONS a. An acceptable contractor for the work under this division shall be a specialist in this field and have the personal experience, training, skill and the organization to provide a practical working system. If required, he shall be able to furnish acceptable evidence of having contracted for and installed not less than three systems of comparable size and type to this one, that have served their owners satisfactorily for not less than three years.


b. The foreman or superintendent for this work shall have had experience in installing not less than three such systems and shall be approved by the Architect before the work is begun. Adequate and competent supervision shall be provided to ensure first class workmanship and installation. c. Work shall be executed and all materials installed in accordance with the best practice of the trades in a thorough, substantial, workmanlike manner by competent workmen, presenting a neat appearance when completed. d. The Contractor shall be responsible for all construction techniques required for all electrical systems specified and shown on the drawings. 1.11 OBSERVATION OF THE WORK a. Architect's authorized representative and/or owner's observer shall have the right to observe the work at any time. The contractor shall have a representative present when his work is being observed, and he shall give assistance, as may be required, to the architect's representative. Recommendations made by observer shall be promptly carried out, and all unsatisfactory material and/or workmanship shall be replaced to the satisfaction of the Architect. 1.12 SHOP DRAWINGS AND PRODUCT DATA a. Submit shop drawings and product data as specified herein - General Requirements. Submittal data shall indicate the manufacturer's name, published performance, ratings and/or capacity data, detailed equipment drawings for fabricated items, wiring diagrams, installation instructions and other pertinent data. All submittals shall bear the specification section number they are related to or the specific sheet where products are shown on the contract drawings which are not referenced by the specifications. Where literature is submitted covering a group or series of similar items, the applicable items must be clearly indicated. Submittals shall be clearly marked highlighting all proposed equipment and devices to be used in this project. Submittals that do not comply with all requirements will be returned without review. Shop drawings shall note all deviations from contract documents. The Contractor cannot provide submittals and shop drawings by copying sealed engineering plans in whole or in part. The Contractor must produce their own shop drawings, no exceptions. b. Submittal review is only for general conformance with design concept of project and general compliance with the contract documents. The Contractor is responsible for conforming and correlating equipment dimensions at job site; for information which pertains to fabrication processes or construction techniques; and for coordination of work of all trades. Review of submittals shall not relieve the Contractor of responsibility for deviation from requirements of contract documents or errors of omissions in submittals. c. The submittals shall include a specification compliance analysis for review and approval before work shall begin. The compliance document shall address each paragraph of the specification by indicating COMPLY, EXCEED, or EXCEPTION. Do not indicate COMPLY unless the proposed system exactly meets the paragraph requirement. If EXCEED or EXCEPTION is indicated, then provide a clear and concise explanation of the variance from the specifications and the net effect this would have on the specified system performance. d. Contractor's Check. Submittal of shop drawings, product data and samples will be accepted only when they are submitted by the Contractor. Each submittal shall indicate by signed stamp that the submittals have been checked and that they are in accordance with contract documents and that dimensions and relationship with work of other trades have been checked. Submittals that have not been checked and signed by the Contractor will be returned for checking before being reviewed. e. Engineer's review of submittals constitutes an acknowledgment only and in no way relieves the contractor of full responsibility for providing all systems in accordance with the intent of the contract


documents. Any material provided by this contractor without approved shop drawings constitutes the contractor's agreement to comply with the engineer's intent whether specified, shown or implied. f. Organize data in a 3-ring binder indexed by specification section. Show any revisions to equipment layouts required by use of selected equipment. g. Submittals are required for, but not limited to, the following items:

(1) Product Data.

(a) Boxes.

(b) Enclosed circuit breakers.

(c) Enclosed safety switches.

(d) Fuses.

(e) Grounding materials and equipment.

(f) Insulated conductors.

(g) Lighting fixtures.

(h) Raceways.

(i) Time switches.

(j) Wiring devices. 1.13 SUBSTITUTIONS AND PRODUCT OPTIONS a. Within 30 days after contract date, submit to Architect a complete list of major products proposed to be used, with the name of the manufacturer and the installing subcontractor. b. Contractor's Options.

(1) For products specified only by reference standard, select any product meeting that standard.

(2) For products specified by naming several products or manufacturers, select any one of

the products or manufacturers named, which complies with the specifications.

(3) For products specified by naming one or more products or manufacturers and "or equal," Contractor must submit a request for substitutions for any product or manufacturer not specifically named.

(4) For products specified by naming only one product and manufacturer, there is no option.

c. Manufacturers' names and catalog numbers specified under sections of Division 26 are used to establish standards of design, performance, quality and serviceability and not to limit competition, nor to discriminate against an "approved equal" product of another manufacturer. Equipment of equal design to that specified, will be acceptable upon approval by the Engineer. The Architect/Engineer will consider


written requests for substitution of specified products, if reviewed fourteen days prior to bid date. After bid date, request for substitution will be considered only in cases of product unavailability or other conditions beyond control of the contractor. It shall be the contractor's responsibility to:

(1) Personally investigate the proposed substitute product to determine that it has all the same accessories and is equal or superior in all respects to that specified.

(2) Provide the same guarantee for the substitution that he would for that specified.

(3) Coordinate the installation of the equipment which he proposes to substitute with all

trades and includes the costs for any changes required for the work to be complete in all respects. The contractor will prepare shop drawings where required by the Architect/Engineer or where dimensions vary.

(4) Provide itemized cost breakdown including material and labor for the proposed product

substitutions. Submit complete design and performance data. 1.14 PROJECT RECORD DOCUMENTS a. Throughout progress of the work of this Contract, maintain an accurate record of all changes in the Contract Documents. Upon completion of the Work of this Contract, transfer the recorded changes to the AutoCad drawing files and specification word processing files. Delegate the responsibility for maintenance of Record Documents to one person on the Contractor's staff. Thoroughly coordinate all changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to properly show the change. Include all addenda items, request for information Architect’s Supplemental Instructions and any other document that causes a change in the Construction Documents. Accuracy of records shall be such that future search for items shown in the Contract Documents may reasonably rely on information obtained from the approved Record Documents. b. The Contractor shall mark any deviations on a daily basis. The Architect will visit the site and will require to see the "As-Built" documentation periodically. If the Contractor does not keep an accurate set of as-built drawings, the pay request may be altered or delayed at the request of the Architect. Mark the drawings with a colored pencil. Record installed feeder conduits. Dimension the location and elevation of the conduit. c. Record Documents shall consist of the following:

(1) Job Set: Promptly following award of Contract, secure from the Architect, at no charge to the Architect, one complete set of all electrical documents comprising the Contract.

(2) Final Record Documents: Obtain the AutoCad drawings files and the specification word

processing files at the Contractor’s expense.

(a) The Contractor shall transfer all change data shown on the job set of to the corresponding electronic files, coordinating the changes as required, and clearly indicating at each affected detail and other drawing the full description of all changes made during construction and the actual location of items. Call attention to each entry by drawing a "cloud" around the area or areas affected.

(3) Submit the completed total set of Record Documents to the Engineer as described

above. Participate in review meeting or meetings as required by the Engineer, make all required changes in the Record Documents, and promptly deliver the final Record Documents to the Architect. Upon completion of Work, the Contractor shall certify the "Record Drawings" for correctness by signing the following certification:


CERTIFIED CORRECT (3/8" high letters) (Name of the Contractor) By Date (Name of the Sub-Contractor) By Date

d. Deliver record drawings to the Architect in the number and manner specified in Division 1 - General Requirements. 1.15 OPERATION AND MAINTENANCE INSTRUCTIONS a. Upon completion of the work and at a time designated by the Architect, instruct the Owner's operating personnel in operation and maintenance of electrical equipment and systems. Before proceeding with instruction, prepare a typed outline in triplicate listing the subjects that will be covered. Submit the outline for review by the Architect. At the conclusion of the instruction, obtain the signatures of the people instructed on each copy of the outline to signify that they have a proper understanding of the operation and maintenance of the system. Submit the signed outlines to the Architect as a condition of final acceptance. Provide a minimum of 2 hours of general instruction in addition to any time specified in other sections of Division 26. 2.0 PRODUCTS 2.1 CONSTRUCTION MATERIALS a. Per Senate Bill 1289 passed in 2017, all state entities are required to provide all iron and steel products manufactured in the United States. b. All materials shall be new and shall conform to the National Electrical Code and National Fire Protection Association requirements and shall be listed, inspected, and approved by the Underwriters Laboratories and shall bear the U.L. label where labeling service is available. The label or listing of the Underwriters Laboratories, Inc. will be accepted as evidence that the materials or equipment conform to the applicable standards of that agency. In lieu of this listing, the Contractor may submit a statement from a nationally recognized, adequately equipped independent testing agency, indicating that the items have been treated in accordance with required procedures, and that the materials and equipment comply with all contract requirements. 2.2 STANDARD PRODUCTS a. All materials and equipment shall be standard catalog products of domestic manufacturers regularly engaged in the manufacture of products conforming to these specifications. Materials and equipment shall have been in satisfactory use at least two years prior to bid opening. Where custom or special items are required, these shall be fully described by drawings and/or material list which detail the item proposed for use on this project. 2.3 MANUFACTURERS’ INSTRUCTIONS a. The Contractor is fully responsible for furnishing the proper electrical equipment and/or material and for seeing that it is installed as intended by the manufacturer's written instructions. If needed for proper installation, operation, or start up, the Contractor shall request advice and supervisory assistance from the representative of the specific manufacturer. The manufacturers' published instructions shall be


followed for preparing, assembling, installing, erecting, and cleaning all materials and equipment. The Contractor shall promptly notify the Architect in writing of any conflict between the requirements of the contract documents and the manufacturer's directions and shall obtain the Architect's instructions before proceeding with the work. Should the Contractor perform any work that does not comply with the manufacturer's directions or instructions from the Architect, he shall bear all costs arising in connection with correcting the deficiencies. 2.4 RUST PREVENTION a. All metallic materials shall be protected against corrosion. Exposed metallic parts of outdoor apparatus shall be given a rust inhibiting treatment and standard finish by the manufacturer. All parts such as boxes, bodies, fittings, guards, and miscellaneous parts shall be protected in accordance with the ASTM A123 or A153, except where other equivalent protective treatment is specifically approved in writing. 2.5 CAPACITIES AND SPACE LIMITATIONS a. Capacities shall be not less than those indicated but shall be such that no component or system becomes inoperative or is damaged because of start-up or other overload conditions. Where approved equipment requires electrical power other than that indicated in the contract documents for the specified equipment, the Contractor shall be responsible to adjust protective devices, starter sizes, conductors, conduits, etc., to accommodate this approved device electrically. b. The Contractor shall be responsible to verify that the equipment he proposes to provide will physically fit within the space indicated on the contract documents and that the required code clearances and maintenance access are maintained. Any space conflicts shall be noted in the submittals. Provide scale drawings to the Architect indicating proposed solutions to any space conflict for the Architects review and approval.

2.6 NAMEPLATES a. Each piece of equipment shall have a nameplate from the manufacturer with the following information: name, address, catalog number, voltage, phase, full load amperes or horsepower, and/or other pertinent information on a plate securely attached to the equipment. All data on nameplates shall be legible at the time of final inspection. 3.0 EXECUTION 3.1 DELIVERY STORAGE AND HANDLING a. The Contractor shall not receive any equipment at the job site until the equipment is ready to be installed or until there is suitable space provided to properly protect equipment from rust, weather, humidity, dust, and physical damage. b. All equipment shall be protected in accordance with the manufacturer's recommendations and the requirements of NFPA 70B, Appendix I, titled "Equipment Storage and Maintenance During Construction". The Contractor shall replace all damaged or defective equipment with new equipment. c. All equipment injured or damaged in transit from factory, during delivery to premises, while in storage on premises, while being erected and installed, and while being tested, until time of final acceptance, shall be replaced by this Contractor. 3.2 PROTECTION OF EQUIPMENT a. During construction, protect switchgear, transformers, motors, control equipment, and other items from insulation moisture absorption and metallic component corrosion by appropriate use of strip heaters,


lamps or other suitable means. Apply protection immediately on receiving the products and maintain continually. b. Keep products clean by elevating above ground or floor and by using suitable coverings. c. Take such precautions as are necessary to protect apparatus and materials from damage. Failure to protect materials is sufficient cause for rejection of the apparatus or material in question. d. Protect factory finish from damage during construction operations and until acceptance of the project. Satisfactorily restore any finishes that become marred or damaged. 3.3 INSTALLATION a. Cooperation with trades of adjacent, related or affected materials or operations, and of trades performing continuations of this work under subsequent contracts, is considered a part of this work. The Contractor is responsible to coordinate with other trades in order to effect timely and accurate placing of work and to bring together, in proper and correct sequence, the work of such trades. Provide coordination drawings showing exact size and location of sleeves, openings or inserts for electrical equipment in slabs, walls, partitions and chases.

b. All equipment shall be installed plumb and level. Sheet metal enclosures shall be separated from walls by not less than a 1/4-inch air gap provided by corrosion-resistant spacers. Provide corrosion-resistant bolts, nuts and washers to anchor equipment. c. Permanently seal outdoor equipment at the base using concrete grout. Seal or screen openings into equipment to prevent entrance of animals, birds and insects. Use galvanized steel or copper mesh with openings not larger than 1/16-inch for screened openings. Seal small cracks and openings from the inside with silicon sealing compound. d. Conceal electrical work in walls, floors, chases, under floors, underground and above ceilings except:

(1) Where shown or specified to be exposed. Exposed is understood to mean open to view.

(2) Where exposure is necessary to the proper function.

(3) Where size of materials and equipment preclude concealment.

e. All equipment shall be installed in a manner to permit access to parts requiring service. All electrical equipment shall be installed in such a manner as to allow removal for service without disassembly of other equipment. f. All electrical equipment shall have working clearances as required by the latest version of the National Electrical Code. 3.4 EQUIPMENT AND DEVICE MARKING a. Externally mark electrical equipment with nameplates. Provide each piece of equipment with a black-white-black laminated nameplate with 3/16-inch-high white lettering secured to front of equipment. Supply blank nameplates for spare units and bussed spaces. Actual nameplate legend, which may consist of up to three lines, will be as directed by the Architect/Engineer. b. Secure nameplates to equipment with self tapping stainless steel screws. Adhesives will not be allowed.


c. In general, the following information is to be provided for the types of electrical equipment as listed. Verify the nameplate legend with the A/E.

(1) Panelboards.

(a) Identify the panelboard designation and voltage characteristics. (b) Prepare a neatly typed circuit directory behind clear heat-resistant plastic for

each panelboard. Identify circuits by equipment served and by room numbers. The room names and numbers shall be verified with the Architect. Indicate spares and spaces with light, erasable pencil marking.

d. Provide engraved nameplates for all switches controlling equipment which is not in sight of the control switch. The nameplate shall identify the equipment served. 3.5 HOISTING, SCAFFOLDING, AND TRANSPORTATION a. The Contractor shall provide all hoisting, scaffolding, bucket lifts, and ladders as required to set the equipment in place in the building. b. The Contractor shall provide necessary transportation to facilitate the delivery of all materials, equipment, tools, and labor to project. 3.6 CLEANING a. The Contractor shall, at all times, keep the premises free from accumulations of waste material or rubbish caused by him, his employees, or his work. This debris shall be removed, not only from the building, but also from the site and from any street or alley adjacent to the site. b. At completion of the project, the Contractor shall remove all of his tools, scaffolding, and surplus materials. 3.7 CONDUIT SLEEVES AND PENETRATION SEALS a. For conduits passing through outside walls, the conduit to wall penetration closures shall be "Link-Seal" as manufactured by Thunderline Corporation or Crouse Hinds. Seals shall be modular mechanical type, consisting of interlocking synthetic rubber links shaped to continuously fill the annular space between the conduit and wall opening. Seals located underground shall be manufactured from stainless steel. Links shall be loosely assembled with bolts to form a continuous rubber belt around the conduit with a pressure plate under each bolt head and nut. After the seal assembly is positioned in the sleeve, tightening of the bolts shall cause the rubber sealing elements to expand and provide an absolutely water-tight seal between the conduit and wall opening. The seal shall be constructed so as to provide electrical insulation between the conduit and wall, thus reducing chances of cathodic reaction between these two members.

(1) Contractor shall determine the required inside diameter of each individual wall opening or sleeve before ordering, fabricating or installing. The inside diameter of each wall opening shall be sized as recommended by the manufacturer to fit the conduit and Link-Seal to assure a water-tight joint. Sizing (correct Link-Seal model and number of links per seal) may be obtained through manufacturer's catalog. If conduit O.D. is non-standard due to coating, insulation, etc., consult Thunderline's factory for engineering assistance and recommendation before proceeding with wall opening detail.

(2) Contractor shall familiarize his installing personnel with Link-Seal instruction bulletin

(packed with each carton) which illustrates the proper procedure for installing and tightening the seal to provide a water-tight conduit penetration.


(3) Provide fire rating to meet or exceed fire rating of penetrated wall.

3.8 ELECTRICAL CONNECTIONS TO MOTORS, EQUIPMENT AND CONTROL SYSTEMS a. Contractor shall coordinate with Division 22, 23 and other divisions as required to verify all electrical requirements of those divisions. This is to include, but not be limited to, verification of power, voltage, phase and other characteristics as being compatible with that called for on the electrical drawings and Division 26 specifications, as well as that called for in Division 22, 23 drawings and specifications or other divisions requiring electrical connections. This shall be done prior to placing orders for equipment or material, and prior to any rough-in, etc. b. The contractor shall refer to and coordinate with Divisions 22 and 23 and other divisions included in the construction documents all interlock interfacing with any and all control systems. The contractor shall furnish and install all wiring, conduit required to interlock, interface and connect all control systems in the project. 3.9 CUTTING AND PATCHING a. Where it becomes necessary to cut through any wall, floor, or ceiling to install any work under this Section of the Contract, or to repair any defects that may appear up to the expiration of the guarantee period, such cutting shall be done under the supervision of the Architect by this Contractor. This Contractor shall not be permitted to cut or modify any structural members without the written permission of the Architect. b. Patching of all openings cut by this Contractor, or repairing of any damage to the work of other trades caused by cutting or by the failure of any part of the work installed under this Contract, shall be performed by the appropriate trade but shall be paid for by this Contractor. c. Any openings cut through exterior walls or roofs shall be provided with suitable covers, while they are left open, to protect the property or materials involved. Any openings cut through walls below grade shall be properly protected to prevent entrance of water or other damaging elements. All openings shall be waterproofed upon completion of the work as specified by the architect. Any openings through fire rated walls or floors shall be sealed to meet the minimum fire rating of wall or floor penetrated. 3.10 EXISTING FACILITIES a. The Contractor shall be responsible for loss or damage to the existing facilities as used by his workmen, and shall be responsible for repairing or replacing such loss or damage. The Contractor shall send proper notices and receive written permission from the Owner to enter existing areas. Before beginning work in existing areas, make the necessary arrangements and perform other services required for the care, protection, and in service maintenance of all electrical, communication, plumbing, heating, air conditioning, and ventilating services for existing facilities. The Contractor shall erect temporary barricades with necessary safety devices, as required to protect personnel from injury, removing all such temporary protection upon completion of the work. b. The Contractor shall provide temporary or new services to all existing facilities as required to maintain their proper operation when normal services are disrupted as a result of the work being accomplished under this project. c. Where existing construction is removed to provide working and extension access to existing utilities, the Contractor shall remove doors, piping, conduit, outlet boxes, wiring, light fixtures, air conditioning ductwork, and equipment, etc., to provide this access and shall reinstall same upon completion of work in the areas affected. d. Where partitions, walls, floors, or ceilings of existing construction are indicated to be removed and equipment located in these areas is required to remain in operation, the Contractor shall remove and

CDBG De Llano Park Improvements 26 0000 City of Laredo, Texas ELECTRICAL GENERAL PROVISIONS H2MG, LLC 12 of 14 07-01-2019

reinstall all equipment required for the operation of the remaining electrical systems. This is to include but is not limited to electrical switches, relays, fixtures, conduit, etc. 3.11 OUTAGES a. Outages of services as required by the project will be permitted but only at time approved by the Owner. The Contractor shall notify the Owner in writing two weeks in advance of the requested outage in order to schedule required outages. No outages shall be taken unless written approval has first been received from the Owner. The time allowed for outages will not be during normal working hours unless otherwise approved by the Owner. All costs of outages, including overtime charges, shall be included in the contract amount.

3.12 TESTING a. Tests to be completed by the Contractor shall be of two types. During construction, system testing shall be accomplished to determine whether systems are suitably wired, and if systems operated as specified. Later, demonstration testing shall be accomplished for the purpose of showing that the systems operated as designed.

(1) Provide records of tests for individual tests as required below. The tests records shall include the results of the test, and the persons conducting. These tests shall be included in the Operation and Maintenance Manual under the test section.

(2) Following each demonstration test, a certified record of each test shall be made. All

demonstration testing shall be witnessed by the Architect or his representative and the owner’s representative. The records of the demonstration testing shall be signed by the persons conducting and witnessing the test. Demonstration tests will not be considered complete unless a signed certificate is provided for each test.

(3) The Contractor shall provide all test equipment, temporary wiring, labor, etc., required to

perform the testing. b. System Tests

(1) After the branch circuit conductors have been installed, but before they have been connected to the associated wiring devices, test all conductors for short circuits, open circuits. These tests shall be performed by reading resistance in ohms with a multi-meter.

(2) After feeder conductors have been installed, but before they have been terminated, test

all conductors for short circuit, open circuits and insulation resistance. The short circuit and open circuit test shall be performed by reading resistance in ohms with a multi-meter. The insulation resistance test shall be performed by reading resistance to ground in ohms with a megaohm meter. Submit test results in the Operation and Maintenance Manuals.

(3) Any wiring device, lighting fixture or electrical apparatus if grounded or shorted in an

integral "line" part, shall be removed and the trouble corrected or device replaced.

(4) System voltages shall be measured and recorded under maximum load conditions available during construction. Incoming service voltage, as well as transformer secondary voltages shall be checked and adjusted to be equal to the voltage rating, or not exceeding 2-1/2% above the voltage rating. Line-to-line voltages should be adjusted 225 and 245 volts. A record of each final test along with time of day, date, and conditions of loading should be recorded for each test location. Submit test results in the Operation and Maintenance Manuals.


(5) Test for load division between all conductors in parallel feeders. The difference in current carried between the individual feeders comprising the parallel feeder shall not exceed 10% of feeder current. Records shall indicate amperage, voltage, and feeder identification. Any feeder not in compliance shall be modified to correct the load division to within 10% and shall be retested. Submit test results in the Operation and Maintenance Manuals.

(6) The Contractor shall test all receptacles for power polarity and ground to assure that all

receptacles are operating properly, correctly wired and suitably grounded. Provide an affidavit to the effect that this work has been accomplished.

(7) Do not subject Ground Fault Interrupter (GFCI) type breakers or receptacles to megger

tests. c. Demonstration Test of Completed Systems. Demonstrate the features and operation of the following systems:

(1) Electrical entrance equipment:

(a) Fuses, fuse holders and switches.

(b) Meter sockets and meters.

(c) Switching.

(d) Operation of circuit breakers.

(e) Ground fault protection devices.

(2) Electrical system and control and equipment:

(a) Power distribution equipment.

(b) Contactors.

(c) Panelboards.

(3) Lighting systems:

(a) Lighting controls.

(b) Interior and exterior light fixtures.

d. Each system shall be demonstrated once only, after completion of satisfactory testing and acceptance. e. The demonstration shall be held upon completion and acceptance of all systems at a date to be agreed upon in writing by the Architect. f. The demonstration shall be held by the appropriate Contractors in the presence of the Architect or his representative and the manufacturer's representative.

g. Demonstrate the functions and location (in the structure) of each system, and indicate its relationship to the riser diagrams and drawings.


h. Demonstrate by "start-stop operation" how to work the controls, how to reset protective devices, how to replace fuses, and what to do in case of emergency. i. Check rotation of all equipment and correct if necessary. 3.13 CONDITIONS OF EQUIPMENT AT FINAL ACCEPTANCE a. At time of acceptance, the Contractor shall have inspected all installed systems to assure the following has been completed:

(1) Fixtures are operating, lenses and reflectors are free of dust, debris, and fingerprints.

(2) Panelboards have all conductors neatly formed, laced and made-up tight. Enclosures shall be vacuum cleaned, surfaces clean of stray paint, dust, grease and fingerprints. All circuit directories to be neatly typed and in place.

(3) Wall plates and exposed switch and receptacle parts to be clean, free of paint, plaster,

etc.

(4) Safety and disconnect switches and motor starters to be vacuum cleaned of debris, dust and all surfaces free of stray paint, grease and fingerprints.

(5) Touch-up all scratched surfaces using paint matching the existing equipment paint.

Where paint cannot be matched, the entire surface shall be repainted in a color and manner approved by the Architect.

(6) All electrical equipment shall bare proper labeling as specified under this section.

3.14 GUARANTEE a. The Contractor shall guarantee all materials and workmanship for a period of twelve (12) months after the final acceptance of work. END OF SECTION

CDBG Freddie Benavides Park Improvements 26 0001 City of Laredo, Texas ELECTRICAL UTILITIES H2MG, LLC 1 of 2 07-01-2019

SECTION 26 0001

ELECTRICAL UTILITIES

1.0 GENERAL

1.1 SUMMARY

a. This section specifies the furnishing and installation of necessary materials and making

arrangements for the connection of electrical utilities for the project. The required utilities are electrical,

telephone and cable television services.

1.2 REFERENCE STANDARDS

a. Comply with all service installation standards of the serving utility companies.

1.3 APPLICABLE PROVISIONS

a. Refer to Section 26 0000 - Electrical General Provisions.

2.0 PRODUCTS

2.1 ELECTRICAL SERVICE

a. The contract documents reflect the general location, voltage, ampacity, size and manner of

routing for all utilities known to be required on this project. It shall be the responsibility of the Contractor

to visit the site, meet with the local Electrical Company personnel in order to coordinate and confirm the

exact requirements for all electrical and telephone utilities. The bid submitted by the Contractor shall

include costs for all such coordination work as well as any and all utility and telephone company charges

and/or fees.

b. Electrical service will be provided from the local utility company’s system. The source

characteristics shall be 240/120 volt, single phase, 3 wire. The service entrance lateral shall be installed

underground in a ductbank as directed by local utility – AEP.

c. The location of the service entrance shall be coordinated with the local utility company. Provide

materials and equipment required to connect the project service to the utility system.

2.2 Schedule power outages to avoid interference with the Owner's activities. Obtain approval from

Owner at least 30 days prior to the requested outage. If required by the Owner, provide a schedule

showing sequence and duration of all activities during the requested outage.

2.3 TEMPORARY SERVICES

a. At present, electrical service exists on this site which may be used for temporary construction

power. It shall be the responsibility of the Contractor to provide a complete system for temporary

electrical power service and distribution. The Electrical Contractor shall provide the necessary wiring,

connections, service switches, poles, wiring protective devices, lighting fixtures, lamps, outlet devices,

disconnect switches, etc., as required for temporary lighting. In addition, a similar system shall be

provided for the distribution of single and three phase power of voltage levels and adequate ampacity as

required to facilitate the construction of the project. These services shall be installed in accordance with

requirements of the National Electrical Code (NEC), the Occupational Safety and Health Administration

(OSHA), and the National Electrical Safety Code (NESC).

CDBG Freddie Benavides Park Improvements 26 0001 City of Laredo, Texas ELECTRICAL UTILITIES H2MG, LLC 2 of 2 07-01-2019

b. The General Contractor shall pay the cost of all electrical energy consumed on the job site

throughout the entire construction period.

c. Remove all temporary wiring upon completion of the work.

2.4 OUTAGES

a. Outages of services as required by the project will be permitted but only at time approved by the

Owner. The Contractor shall notify the Owner in writing two weeks in advance of the requested outage in

order to schedule required outages. No outages shall be taken unless written approval has first been

received from the Owner. The time allowed for outages will not be during normal working hours unless

otherwise approved by the Owner. All costs of outages, including overtime charges, shall be included in

the contract amount.

3.0 EXECUTION

3.1 INSTALLATION

a. Install the utility services so the systems are complete. Demonstrate that the electrical system is

operational.

b. Conduct coordination meetings with the serving utility companies prior to installation of the utility

work.

c. Comply with all of the installation requirements of the serving utility companies.

END OF SECTION

CDBG Freddie Benavides Park Improvements 26 0519 City of Laredo, Texas INSULATED CONDUCTORS H2MG, LLC 1 of 6 07-01-2019

SECTION 26 0519

INSULATED CONDUCTORS

1.0 GENERAL

1.1 SUMMARY

a. This section specifies the furnishing and installation of 600 volt insulated conductors.


a. ANSI/UL 83 - Thermoplastic-insulated Wires.

b. ICEA S-61-402 (NEMA WC 5) - Thermoplastic-insulated Wire and Cable for the Transmission

and Distribution of Electrical Energy.



1.4 SUBMITTALS

a. Submit manufacturer's data on electrical wires, cables connectors and accessories.

1.5 DELIVERY, STORAGE, AND HANDLING:

a. Deliver wire and cable properly packaged in factory-fabricated type containers, or wound on

NEMA-specified type wire and cable reels.

b. Store wire and cable in clean dry space in original containers. Protect products from weather,

damaging fumes, construction debris and traffic.

c. Handle wire and cable carefully to avoid abrasing, puncturing and tearing wire and cable

insulation and sheathing. Ensure that dielectric resistance integrity of wires/cables is maintained.

2.0 PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

a. Subject to compliance with requirements, acceptable manufacturers shall be as follows:

(1) Copper Insulated Conductors.

(a) American Insulated Wire Corporation.

(b) Encore Wire Ltd.

(c) Southwire Company.

(d) Senator Wire & Cable Company.

(e) United Copper Industries.


(2) Aluminum Insulated Conductors.

(a) Alcan Cable.

(b) Southwire Company.

(3) Wire Connectors.

(a) Burndy.

(b) 3M Electrical Products Division.

(c) Ilsco.

(d) Ideal.

(e) Thomas & Betts.

2.2 600-VOLT INSULATED CONDUCTORS

a. All conductors shall be soft-drawn annealed copper with conductivity of not less than 98% at 20

degrees C (68 degrees F).

b. Conductors No. 10 AWG and smaller shall be solid and conductors No. 8 AWG and larger shall

be stranded. Minimum wire size shall be #12 unless otherwise noted on the drawings.

c. All wire and cable shall be permanently marked approximately every two feet to indicate size,

voltage and type temperature rating in accordance with NEC Article 310.11.

d. Provide factory colored insulation for conductors for No. 10 and smaller. Color code larger

insulated conductors with an approved field applied tape.

e. Insulation shall be as follows:

(1) Type THW: For dry and wet locations; max operating temperature 75 degrees C (167 degrees F). PVC insulation, with a minimum insulation rating of 600 volts. Meet UL 83 and Federal Spec. J-C-30B.

(2) Type THHN or THWN: For dry and wet locations; maximum operating temperature shall be 75̊C (THWN) or 90̊C (THHN). UL listed as gasoline and oil resistant. PVC insulation with nylon outer jacket. Meet UL 83 and Federal Spec J-C-30B.

(3) Type XHHW: For wet or dry locations; maximum operating temperature 90̊C. insulation shall be cross-linked polyethylene complying with UL 44 for XHHW-2.

2.3 INSULATED ELECTRICAL SPRING CONNECTORS

a. Provide color coded, electrical spring connectors with a pliable vinyl skirt. The connectors shall be

temperature rated 105 degrees Celsius with 600 volt insulation. The connectors shall be U.L. listed and

comply with Federal Specification W-S-160.


2.4 COMPRESSION CONNECTORS AND LUGS

a. The connectors shall be copper with tin plating. The connectors and lugs shall be designed to

connect to the cable by means of dieless hydraulic compression tool.

2.5 INSULATED POWER DISTRIBUTION BLOCKS

a. The power distribution blocks shall be rated 600 volt, 90 degrees Celsius with tin plated copper

connections. The blocks shall be mounted in an insulated base with a removable clear cover. The

connector size and configuration shall be as recommended by the manufacturer for the conductors being

spliced.

3.0 EXECUTION

3.1 INSTALLATION

a. Mechanically protect conductors for systems by installing in raceways. Do not install the

conductors until raceway system is complete and properly cleaned. Do not bend any conductor either

permanently or temporarily during installation to radii less than four times the outer diameter of 600-volt

insulated conductors. Do not exceed manufacturer's recommended values for maximum pulling tension.

b. Use Ideal Wire Lube Yellow #77 Plus wire pulling lubricant or equal when pulling large

conductors. The lubricant shall be compatible with rubber, neoprene, nylon polyvinyl chloride, high

density or cross linked polyethylene, low density polyethylene, semiconducting jacket and hypalon cable

types. Wiring pulling compound shall be U.L. listed and approved by wiring manufacturer.

c. Pull conductors simultaneously where more than one is being installed in same raceway.

d. Use pulling means including fish tape, cable, rope and basket weave wire/cable grips which will

not damage cables or raceway.

e. Contractor may provide conductors with either THW or THHN-THWN insulation for general

wiring.

f. Contractor shall provide conductors with XHHW insulation where called for on the drawings.

g. Neatly and securely bundle all conductors in enclosures using nylon straps with a locking hub or

head on one end and a taper on the other.

3.2 SPLICES AND TERMINATIONS

a. Splices shall be kept to a minimum. Splices shall be made in junction and pull boxes. Splices

shall not be made in conduit fittings, switch and circuit breaker enclosures, panelboards, motor starters,

motor control centers or switchboards. All connectors shall be of material recommended by conductor

manufacturer(s) to prevent any corrosion or electrolysis between dissimilar metals.

b. Use compression type connectors or insulated power distribution blocks for splices of all stranded

conductors 6 AWG and larger. Mechanical, split bolt, type connectors for conductor splices are not

acceptable.

c. Use ring-tongue type terminators on all control wiring.

d. Use insulated electrical spring connectors for conductors 8 AWG and smaller.


e. Tighten electrical connectors and terminals, including screws and bolts, in accordance with

manufacturer's published torque tightening values. Where manufacturer's torquing requirements are not

indicated, tighten connectors and terminals to comply with tightening torques specified in UL Standard

486A and B.

f. Furnish and install hot or cold shrink cable end caps to seal and insulate the portion of the

conductor termination that is left exposed when conductors are terminated on mechanical lugs. The

terminations shall be non-shielded and rated 1000 volts minimum and be sized in accordance with the

manufacturer's recommendations.

3.3 CONDUCTOR SIZING

a. Conductors shall be provided as required by the more stringent requirements of the drawings or

the specifications.

b. Provide No. 10 conductor for single-phase, 120-volt, 20-ampere branch circuits for which the

distance from panelboard to the first outlet is more than 100 feet. The entire branch circuit from the

overcurrent device to the last outlet shall be No. 10 minimum.

3.4 HOMERUNS

a. No more than three phase conductors, neutral and ground shall be installed in a single raceway

for all feeders.

b. Multi-wire branch circuits and individual branch circuits shall be allowed to be combined in a

single homerun. The maximum number of circuits shall be three. The contractor shall be responsible to

apply the conductor ampacity derating factors and increase the raceway size as required by the NEC.

c. All individual branch circuits shall have a separate neutral conductor and the neutral shall be

considered a current carrying conductor.

d. Use home run circuit numbers as indicated for panelboard connections.

e. Comply with ampacity adjustment factors as required by the NEC Article 310.16.

3.5 COLOR CODE

a. Provide color coding for the conductors of each feeder, and branch circuit. The conductor color

coding shall be in accordance with the local authority having jurisdiction in cases where local code

requirements differ from the requirements listed in the color code table. The color code shall match the

existing system's color coding. Verify the code with the engineering prior to releasing the conductor

materials for purchasing.


b. All wiring shall be color coded in accordance with Section 26 05 53.

END OF SECTION

CONDUCTOR COLOR CODE

SYSTEM

VOLTAGE

240/120 Volt, 3

Phase, 3 Wire

PHASE A Red

PHASE B Black

NEUTRAL White

GROUND Green


This page intentionally left blank

CDBG Freddie Benavides Park Improvements 26 0526 City of Laredo, Texas GROUNDING H2MG, LLC 1 of 4 07-01-2019

SECTION 26 0526

GROUNDING

1.0 GENERAL

1.1 SUMMARY

a. This section specifies the furnishing and installation of grounding and bonding equipment for

electrical systems.

b. Extent of electrical grounding and bonding work is as specified herein. Provide a completely

grounded system sized in accordance with Article 250 of the NEC Each piece of electrical apparatus

shall be solidly grounded with separate insulated green ground wire.


a. ANSI/IEEE Std 142 - Recommended Practice for Grounding of Industrial and Commercial Power

Systems.

b. ANSI/UL 467 - Safety Standard for Grounding and Bonding Equipment.


a. Refer to Section 26 00 00 - Electrical General Provisions.

1.4 SUBMITTALS

a. Submit manufacturer's product data on grounding and bonding equipment.

2.0 PRODUCTS

2.1 ACCEPTABLE MANUFACTURES

a. Subject to compliance with the requirements, acceptable manufactures shall be as follows:

(1) Adalet PLM Division.

(2) Blackhawk Industries.

(3) Burndy Corporation.

(4) Cadweld Division, Enrico Products Inc.

(5) Crouse Hinds Division, Cooper Industries.

(6) Copperweld Corporation.

(7) Electro Static Technology - Aegis.

(8) Ideal Industries Inc.


(9) ITT Blackburn

(10) Ilsco.

(11) Joslyn Corporation.

(12) O. Z. Gedney .

(13) Square D.

(14) Thomas and Betts Corporation.

2.2 GROUND RODS

a. Material. Provide a 3/4-inch by 10-foot long, copper-clad, steel grounding electrodes. Supply a

rod to which the copper cladding is permanently and inseparably bonded to a high strength steel core.

b. Listing. UL 467.

2.3 CONNECTIONS

a. Above grade connections shall be by means of bonds and clamps of a malleable iron or cast

bronze material which will not cause electrolytic action between the conductor and the connector.

b. Listing. UL 467.

2.4 GROUNDING BUSHINGS

a. Grounding bushings shall be insulated type with a combination lug of correct size for quick

positive ground connections. The bushing body shall be malleable iron or steel. The ground lug may be

removed during assembly if desired. Each fitting shall be provided with a cup-point set screw for locking

the bushing in any desired position.

2.5 BONDING JUMPERS

a. Bonding jumpers shall be flexible tin plated copper braided straps. The minimum circular mil of

the braids shall be 77,184 for jumpers rated 200 ampere and less. The minimum circular mil of the braids

shall be 303,912 for jumpers rated over 200 amperes and up to 430 amperes.

2.6 GROUND CONDUCTORS

a. Ground conductors shall be as specified in Section 26 05 19.

2.7 FIELD INSTALLED GROUND BUS

a. Provide copper bar with rounded edges and minimum 98 percent conductivity per the

requirements of the International Annealed Copper Standard (IACS) . The ground bus shall be size at a

minimum of 25 percent of the cross-sectional area of the related feeder, but in no case less than 1/4-inch

by 2-inches.

3.0 EXECUTION


3.1 INSTALLATION

a. Provide bonding jumpers in raceway system around expansion joints. All metallic conduits shall

be electrically continuously.

b. Route grounding connections and conductors to ground and protective devices in shortest and

straightest paths as possible to minimize transient voltage rises.

c. Apply corrosion-resistant finish to field-connections, buried metallic grounding and bonding

products, and places where factory applied protective coatings have been destroyed, which are subjected

to corrosive action.

d. Install clamp-on connectors on clean metal contact surfaces, to ensure electrical conductivity and

circuit integrity.

e. Tighten grounding and bonding connectors and terminals, including screws and bolts, in

accordance with manufacturer's published torque tightening values for connectors and bolts. Where

manufacturer's torquing requirements are not indicated, tighten connections to comply with tightening

torque values specified in UL 486A to assure permanent and effective grounding.

3.2 GROUNDING ELECTRODE

a. Provide a grounding electrode system for the service entrance equipment at the building. Provide

a bonding conductor between the service equipment ground and neutral bus. The ground electrode

systems shall consist of the following:

(1) The grounded service conductor at the service entrance switchgear.

(2) A concrete encased electrode shall be provided. The electrode shall be installed per

Article 250.52 of the NEC and the local amendments to 250.52. The electrode shall be a

minimum of 20 feet of bare copper grounding conductor sized in accordance with 250.66

but in case shall the conductor be less than #4 awg.

(a) In instances where ½ “ steel reinforcing bars are present in the foundation, the

grounding electrode conductor shall be bonded to a minimum ½" steel reinforcing

bar in the foundation. The reinforcing bar shall be a minimum of 20 feet in length.

(b) Provide a schedule 40 PVC sleeve at the point where the conductor exits the

foundation for physical protection.

(c) The grounding in the foundation shall be inspected by a City of Laredo Electrical

Inspector prior to the pouring the foundation.

(3) Other electrodes shall be connected to the system as called for on the drawings.

3.3 SYSTEM GROUND

a. The system neutral and ground shall be bonded to the grounding electrode conductor in the

service entrance switchgear in accordance with NEC 250.28. The system neutral and ground shall not be

bonded at any other point in the distribution system except for separately derived systems.


b. The system grounding electrode conductor shall be in accordance with NEC 250.66, unless

larger sizes are indicated.

c. Bond the service entrance conduits together and connect to the main bonding jumper. Main and

equipment bonding jumpers shall be sized in accordance with NEC 250.66.

3.4 EQUIPMENT GROUND

a. Raceway Systems and Equipment Enclosures.

(1) Ground cabinets, junction boxes, outlet boxes, motors, controllers, raceways, fittings,

switchgear, transformer enclosures, other equipment and metallic enclosures. Ground

equipment and enclosures to the continuous-grounded, metallic raceway system in

addition to any other specific grounding shown.

(2) Provide bonding jumpers and ground wire throughout to ensure electrical continuity of the

grounding system. Bonding jumpers shall be sized in accordance with NEC 250.66.

(3) Provide an equipment grounding conductor in each branch circuit and each feeder.

b. Grounding conductors shall be sized in accordance with NEC 250.122 unless larger sizes are

indicated.

c. Bonding equipment jumpers shall be sized in accordance with NEC 250.66 unless larger sizes

are indicated.

3.5 GROUNDING BUSHINGS

a. Feeder conduits terminating in switchboards, distribution panels, motor control centers and

panelboards shall be provided with grounding bushings. Bushings shall be connected to the ground bus

in the equipment. Connect the equipment grounding conductor to the grounding bushing and the

equipment ground bus in the associated switchgear.

3.6 RECEPTACLES

a. All receptacles shall be bonded to their device box. This connection shall be made by means of a

bonding jumper between the device and the box. Where the receptacle mounting yokes are designed

and listed for the purpose of grounding the bonding jumper may be omitted.

b. All isolated ground receptacles shall have an isolated ground conductor installed complete from

receptacle to the isolated ground bus in the associated panelboard.

3.7 FIELD TESTING

a. Upon completion of installation of electrical grounding and bonding systems, measure the

resistance of the system to earth using the “Fall of Potential Method” with ground resistance tester.

Where tests show ground resistance is over 10 ohms, take appropriate action to reduce resistance to 10

ohms, or less, by driving additional ground rods or chemically treating the soil; then retest to demonstrate

compliance.

END OF SECTION

CDBG Freddie Benavides Park Improvements 26 0533 City of Laredo, Texas RACEWAYS H2MG, LLC 1 of 8 07-01-2019

SECTION 26 0533

RACEWAYS

1.0 GENERAL

1.1 SUMMARY

a. This section specifies the furnishing and installation of raceway systems.


a. ANSI/ANSI C80.1 - Specification for Zinc-Coated Rigid Steel Conduit.

b. ANSI/ANSI C80.3 - Specification for Zinc-Coated Electrical Metallic Tubing.

c. ANSI/ANSI C80.4 - Specification for Fittings for Rigid Metal Conduit and Electrical Metallic

Tubing.

d. ANSI/ANSI C80.5 - Specification for Rigid Aluminum Conduit.

e. ANSI/UL 1 - Safety Standard for Flexible Metal Conduit.

f. ANSI/UL 5 - Safety Standard for Surface Metal Raceways and Fittings.

g. ANSI/UL 209 - Safety Standard for Cellular Metal Floor Raceways and Fittings.

h. ANSI/UL 651 - Safety Standard for Rigid Nonmetallic Conduit.

i. ANSI/UL 797 - Electrical Metallic Tubing.

j. ANSI/UL 870 - Safety Standard for Wireways, Auxiliary Gutters and Associated Fittings.

k. ANSI/UL 884 - Safety Standard for Underfloor Raceways and Fittings.

l. NEMA 2.10-2003 - Selection and Installation Guidelines for Fittings for use With Non-Flexible

Metallic Conduit or Tubing (Rigid Metal Conduit, Intermediate Metal Conduit and Electrical Metallic

Tubing).

m. NEMA RN 1 - PVC Externally Coated Galvanized Rigid Steel Conduit and Electrical Metallic

Tubing.

n. NEMA TC 2 - Electrical Plastic Tubing (EPT) and Conduit (EPC-40 and EPC-80) and Fittings.

o. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing.

p. UL 6 - Rigid Metal Electrical Conduit.

q. UL 360 - Liquid-tight Flexible Steel Conduit.

r. UL 467 - Electrical Grounding and Bonding Equipment.

s. UL 1242 - Intermediate Metal Conduit.




1.4 HANDLING AND STORAGE

a. Handling shall be done to assure that raceways are not crushed or damaged in any way which

would restrict cross sectional area or cause oxidation.

1.5 SUBMITTALS

a. Submit manufacturer's technical product data, including specifications and installation

instructions, for each type of raceway system required.

2.0 PRODUCTS


a. Subject to compliance with requirements, provide raceway of one of the following manufacturers:

(1) Rigid Metal Conduit, Intermediate Metal Conduit and Electrical Metallic Tubing:

(a) Allied Tube & Conduit Corp.

(b) Maverick Tube Corporation/Republic Conduit.

(c) Perma-Cote Industries.

(d) Western Tube and Conduit Corporation.

(e) Wheatland Tube Co.

(2) PVC Coated Rigid Metal Conduit:

(a) Ocal.

(b) Robroy Industries.

(3) Flexible Metal Conduit, Liquidtight Flexible Metal Conduit:

(a) Alflex Corp.

(b) Anamet Corp.

(c) Electri-Flex Co.

(4) (PVC) Rigid Nonmetallic Utilities Duct and Conduit:

(a) Carlon.

(b) Condux International, Inc.

(c) Can-Tex Industries.


(5) Conduit Fittings and Bodies:

(a) Appleton.

(b) O.Z. Gedney.

(c) Ocal.

(d) American Electric.

(e) Raco, Inc.

(f) Crouse-Hinds.

(g) Thomas & Betts Corporation.

2.2 CONDUIT AND FITTINGS

a. Rigid Metal Conduit.

(1) Hot-dipped galvanized rigid steel conduit per ASTM Standard A-153 galvanized after fabrication. All threads shall be galvanized after cutting. A uniform zinc coating shall applied to the inner and outer walls.

(2) Fittings shall be threaded, insulated throat, malleable iron, either cadmium plated or hot-dipped galvanized.

(3) Conduit shall be in manufactured accordance with UL Standard 6, ANSI C80.1 and Federal Specification WW-C-581E.

b. PVC Coated Rigid Metal Conduit.

(1) Conduit shall be same as rigid metal conduit with a factory-applied 40-mil-thick covering

of polyvinyl chloride (PVC) bonded to the metal.

(2) Fittings. Same as rigid metal conduit fittings with a factory-applied, 40-mil-thick covering

of PVC bonded to the metal

(3) Conduit shall be in manufactured accordance with UL Standard 6, ANSI C80.1 and

Federal Specification WW-C-581E.

(4) The conduit shall be certified and bear the ETL Verification Mark “ETL Verified to PVC-

001". ETL verified to Intertek ETL SEMKO high temperature H20 PVC Coating Adhesion

Test Procedure.

c. Intermediate Metal Conduit.

(1) Conduit shall be the same as rigid metal conduit except thinner wall. (2) Fittings shall be threaded, insulated throat, malleable iron, either cadmium plated or hot-

dipped galvanized. (3) Conduit shall be manufactured in accordance with UL Standard 1242 and ANSI C80.6.


d. Electrical Metallic Tubing (EMT).

(1) Shall be made of strip steel. The exterior shall be hot dipped galvanized with a zinc

coating applied over the galvanized coating. The interior shall be coated with a silicone

epoxy-ester lubricant.

(2) Fittings shall be steel compression type. Fittings for circuits containing conductors 4

AWG and larger shall be the insulated throat type.

(3) Conduit shall be manufactured in accordance with UL 797, ANSI C80.3 and Federal

Spec. WWC-563.

e. Flexible Metal Conduit

(1) Be made of spirally wound continuously interlocked zinc coated strip steel.

(2) Fittings shall be malleable iron, squeeze type zinc plated or hot dipped galvanized.

Fittings for circuits containing conductors 4 AWG and larger shall be the insulated throat

type.

(3) Conduit shall be manufactured in accordance with UL Standard 1 and Federal Spec.

WW-C-566. Fittings shall be manufactured in accordance with UL Standard 467.

f. Liquid-Tight Flexible Metal Conduit.

(1) Be made of spirally wound continuously interlocked zinc coated strip steel with a

concentric PVC outer jacket. Conduits 1 1/4" in diameter and smaller shall have a

continuous copper ground conductor built into the core. The PVC jacket shall be water

and oil resistant, UV stabilized and be suited for installation in ambient temperatures of -

20 to +60 degrees Celsius.

(2) Fittings shall be compression type, malleable iron, with insulated throat, either cadmium

plated or hot-dipped galvanized.

(3) Conduit shall be manufactured in accordance with UL Standard 1 and Federal Spec.

WW-C-566. Fittings shall be manufactured in accordance with UL Standard 467.

g. Rigid Nonmetallic Conduit.

(1) Conduit shall be schedule 40 PVC, UV stabilized, rated for 90 degree C. conductors.

(2) Fittings shall be solvent welded socket type.

(3) Conduit shall be manufactured in accordance with NEMA TC-2, Federal Specification

WC1094A and UL Standard 651.

2.3 CONDUIT EXPANSION COUPLINGS

a. Provide Thomas& Betts XJG-TB rigid or intermediate metal conduit expansion couplings or the

equivalent.

(1) The fitting body shall be constructed from malleable or ductile iron. The conduit body

shall be PVC coated fittings when installed in runs of PVC coated conduit.


(2) The fitting shall have an internal bonding jumper constructed of a tinned copper braid

sized to comply with U.L. fault current requirements and NEC 250.98 bonding

requirements.

(3) The fitting shall be capable of compensating for a minimum of 4 or 8 inches thermal

expansion and contraction. The amount of movement shall be calculated in accordance

with the NEC. The fitting shall be rain tight.

3.0 EXECUTION

3.1 CONDUIT AND FITTINGS

a. The minimum conduit size shall be 1/2 inch except for final connections to individual light

fixtures. 3/8 inch flexible metal conduit may be used in lengths up to six foot for final connections to

individual light fixtures

b. Types According to Use. Use rigid metal conduit throughout the project except as specified

below.

(1) Provide PVC-coated rigid metal conduit where exposed to rain, condensation, moisture,

constant high humidity or corrosive atmospheres.

(2) Electrical metallic tubing may be used for branch circuitry above accessible ceilings and

work concealed in walls. Electrical metallic tubing shall not be used in concrete slabs, in

crawlspaces, in contact with earth or in areas that are subject to permanent moisture.

(3) Intermediate metal conduit may be used in lieu of rigid metal conduit for feeders in

interior dry locations.

(4) Schedule 40 PVC may be used for buried branch circuits from five feet outside of the

building as permitted by the NEC and local codes except where rigid is herein called for.

All boxes, fittings, couplings, transition fittings, adhesives and installation procedures

recommended by the manufacturer shall be strictly followed. All stub-ups shall transition

to PVC coated rigid steel conduit prior to the elbow.

(5) PVC may be used in concrete floor slabs for branch circuitry. Feeders shall not be

installed in floor slabs. All stub-ups shall transition to rigid steel prior to the elbow. The

maximum conduit size allowed in the floor slab shall not exceed 1 1/4" diameter. The

number and placement of conduit in the slab shall be in accordance with the

requirements of the structural engineer.

(6) PVC conduit shall not be installed in floor slabs.

(7) Feeders installed underground may be schedule 40 PVC with concrete encasement in

lieu of rigid steel.

(8) Flexible and liquid-tight flexible metal conduit shall be used for final connections to

utilization equipment. Maximum length shall be three foot. Liquid-tight shall be used for

all exterior locations and any interior location subject to moisture. Refer to Section 26 00

00.

(9) Provide rigid metal conduit encased in concrete with minimum 3-inch-thick walls, where

installed below grade. Concrete encasement may be omitted when conduit is installed

below floor slabs.


c. Transitions.

(1) Continue the heavier, more protective type conduit application not less than 4 inches into

the area where lighter, less protective type conduit is permitted.

(2) For below-grade to above-grade outdoor locations, extend concrete encasement around

conduit 4-inches above finished grade and slope top away from conduit with a 6-inch-per-

foot slope. After concrete has set, caulk the concrete conduit joint with a silicone rubber

compound.

d. Place sleeves in the forms of walls and floor slabs for the free passage of conduits. Set sleeves

in place a sufficient time ahead of concrete placement so as not to delay the work. Apply caulking for

sleeves through floors and through exterior walls. Install plugs or caps on all conduits prior to concrete

placement. Provide sleeves and penetrations in accordance with Section 26 0000.

e. Installation Requirements.

(1) Metallic conduits shall be continuous between enclosures such as outlets, junction and

pull boxes, panels, cabinets, motor control centers, etc. The conduit shall be secured to

enclosures so that the raceway system is electrically continuous throughout. Where

threaded conduits enter enclosures provide locknuts on the inside and outside of the

enclosure.

(2) Where threaded conduits are terminated in enclosures, provide insulated bushings for

conductor protection. In equipment having a ground bus, such as in switchgear, motor

control centers and panelboards, provide an insulated grounding bushing and extend the

grounding conductor to the ground bus.

(3) Rigid nonmetallic conduit shall be adequately solvent welded at the joints to form a tight,

waterproof connection.

(4) All raceways shall be installed perpendicular and parallel to the building lines in a neat

and orderly manner.

(5) All raceways are to be concealed in all finished areas unless otherwise specifically

indicated on the Drawings. When exposed the exact routing shall be confirmed in the

field with the Architect/Engineer prior to rough in. Provide chrome-plated floor and ceiling

plates around conduits exposed to view and passing through walls, floors, partitions, or

ceilings in finished areas. Select plates to properly fit the conduit when securely locked in

place.

(6) Install raceway systems where indicated on the Drawings, complete with all junction

boxes and pullboxes as necessary and noted on plans.

f. Installation Methods.

(1) All raceway systems shall be complete before installing conductors.

(2) All raceways shall have openings temporarily plugged to exclude foreign objects. The

interior of all raceways shall be cleaned before pulling installing conductors.

(3) All joints shall be cut square and be reamed smooth. All field threaded conduits shall be

coated with an approved zinc chromate or with a 90 percent zinc paint.


(4) All turns shall be made with standard ells or conduit bent in accordance with the NEC.

Conduit bodies may be used in lieu of conduit ells where ease of installation and

appearance warrants their use. Conduit bodies larger than 1-inch may be used only

where specifically approved by the Architect. Furnish and install access doors for conduit

bodies located above inaccessible ceilings. Refer to architectural drawings for required

access doors’ fire ratings. All field bends shall be made using equipment designed for

the particular conduit material and size. Bends shall be free from dents or flattening.

There shall be no more than the equivalent of three ninety degree bends in any raceway

between terminals and cabinets, or between outlets and junction boxes or pull boxes.

(5) Securely fasten and support conduit to metal framing using hot-dipped galvanized,

malleable iron pipe straps or other approved means. Refer to Section 26 05 29.

Galvanized tie wires for securing conduits, is not acceptable. The use of cadi-clips for

conduit supports from suspended ceiling systems is not acceptable.

(6) Provide a No. 30 nylon pull cord in all empty conduits. Identify both ends of the line by

means of labels or tags reading "Pulling Line".

(7) Terminate concealed conduit for future use with a coupling at structural surfaces. Install

an approved conduit plug flush with the surface.

(8) All openings around electrical penetrations at fire rated walls, partitions, floors or ceilings

shall be sealed to maintain the fire resistance rating of the penetration. Refer to Section

26 00 00 or 26 00 02.

(9) All conduit in hazardous areas shall conform to NEC requirements for these areas and

where feeding from or to a hazardous area to another room "seal offs" shall be used.

3.2 THERMAL EXPANSION AND CONTRACTION

a. Provide expansion fittings where required to compensate for thermal expansion and contraction

in runs of metallic conduit systems as required by the National Electrical Code and the Contract

Documents. The full coefficient of thermal expansion and contraction shall be taken into account for in all

outdoor locations and all interior locations that are not heated and air conditioned to maintain a fairly

constant temperature (+/- 10 degrees F). An expansion fitting shall be provided in any conduit run that is

calculated to have 0.20 inches or greater of expansion or contraction. The calculations shall be done in

accordance with NEC 300.7.

3.3 SEALING RACEWAYS

a. Seal the interior of all raceways that will be subjected to different temperatures such as

penetration through walls between air conditioned and non-air conditioned spaces, walk-in cooler, walk-in

freezers and other similar areas to prevent the circulation of air. The sealing compound shall be

compatible with the conductor insulation material and be U.L. listed.

3.4 INSTALLATION OF UNDERGROUND RACEWAYS

a. The ground shall be excavated in open trenches to the proper width and depth for the installation

of the underground conduits. Minimum conduit burial depth shall be 24" below finished grade to top of

the conduit.

b. Where the bottom of the trench is excavated below the necessary elevation, it shall be brought to

proper grade by the use of sand or three-eighth inch gravel.


c. No extra will be allowed because of the nature of the ground in which the trench or other

excavations are made. All necessary sheathing to prevent cave-ins and barricades shall be provided in

accordance with OSHA requirements.

d. Where unstable ground is encountered in the bottom of the trench, it shall be excavated to a

depth of at least 12 inches below the line of the duct or slab, and replaced with coarse gravel to the

proper height.

e. Where the excavation for its entire depth is in water or wet sand, pump and trench so as to drain

it effectively.

f. Backfill trenches with the excavated material unless otherwise specified. It shall be thoroughly

compacted to insure a satisfactory job. In surfaced areas, compactions shall be 95% of surrounding

undisturbed soil. Sodded areas shall be compacted to 95% up to topsoil. Topsoil shall be lightly

compacted then soil mounded to allow for settling.

g. Where conduits pass under existing sidewalks, roads or curbs cut and remove same in order to

install the conduit or ducts. All sidewalks, roads or curbs shall be replaced with material equal to those

now in place.

END OF SECTION

CDBG Freddie Benavides Park Improvements 26 0533.01 City of Laredo, Texas SINGLE-WYTHE UNIT MASONRY H2MG, LLC 1 of 4 07-01-2019

SECTION 26 0533.01 ELECTRICAL BOXES 1.0 GENERAL 1.1 SUMMARY a. This section specifies the furnishing and installation of all outlet boxes, floor boxes, junction boxes and pull boxes. 1.2 REFERENCE STANDARDS a. ANSI/NEMA Publication No. OS 1 - Sheet-steel Outlet Boxes, Device Boxes, Covers and Box Supports, and Cast Aluminum Covers. b. ANSI/UL 514 - Electrical Outlet Boxes and Fittings. 1.3 APPLICABLE PROVISIONS a. Refer to Section 26 0000 - Electrical General Provisions. 1.4 SUBMITTALS a. Submit manufacturer's product data on electrical boxes. 1.5 DELIVERY STORAGE AND HANDLING a. Deliver boxes properly packaged in accordance with Section 26 0000. 2.0 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS a. Subject to compliance with the requirements, acceptable manufacturers shall be as follows:

(1) Appleton.

(2) Bowers.

(3) Cooper Crouse-Hinds.

(4) Hubbell Electrical Products.

(5) Hoffman Engineering Company.

(6) Midwest Electric Products, Inc.

(7) O.Z. Gedney.

(8) Raco Inc.

(9) Thomas & Betts


2.2 OUTLET BOXES a. Provide galvanized steel boxes of sufficient size to accommodate wiring devices to be installed at outlet. Provide an extension ring for the device to be installed. Square or rectangular boxes may be supplied. Provide boxes with threaded screw holes, with corrosion-resistant cover and grounding screws for fastening surface and device type box covers, and for equipment type grounding. Unless otherwise noted, provide 1 - ½ 2-1/8-inch deep by 4-inch box. b. Provide corrosion-resistant cast-metal FS or FD rain tight outlet wiring boxes with threaded hubs for surface mounting in areas having exposed rigid metal conduit systems and all outdoor locations. Provide galvanized boxes for surface mounting in areas having exposed EMT. c. Masonry Boxes. Provide galvanized steel, 3-1/2-inch deep, masonry boxes for all devices installed in masonry walls. 2.3 JUNCTION AND PULLBOXES a. Junction and Pull Boxes: Provide galvanized code-gauge sheet steel junction and pull boxes, with screw-on covers; of types, shapes and sizes, to suit each respective location and installation; with welded seams and equipped with stainless steel nuts, bolts, screws and washers. Junction and pull boxes shall be 16 gauge for sizes up to 12' x 12' x 12' and 10 gauges for all sizes 12" x 12" x 12" and larger. b. Provide NEMA 1 boxes in interior dry locations. c. Provide NEMA 3R boxes in all exterior locations and interior locations subject to moisture. d. Provide NEMA 4 cast iron boxes with external recessed flanged cover when cast in concrete. 3.0 EXECUTION 3.1 COORDINATION a. In order that all outlets may come in proper relation to paneling, decorated areas, etc., this Contractor shall familiarize himself with the details of these spaces and shall carefully lay out all outlets so that the equipment or piping of other trades passing under, over, across or in close proximity to same, will not cause the device or fixtures at or in these outlets to be inaccessible for use or maintenance. This Contractor must consult with the other Contractors on the project and procure all details of the various locations so as to make the outlet boxes come in proper relation to the work of all other trades. The Architect/Engineer reserves the right to relocate any outlet within reason from its original location shown on the plans prior to the application of the walls at no cost. 3.2 OUTLET BOXES a. Unless otherwise indicated, mount all outlet boxes flush within 1/4-inch of the finished wall or ceiling line. Provide galvanized steel extension rings where required to extend the box forward in conformance to NEC requirements. Attach ring with at least two machine screws. Provide plaster covers for all boxes in plastered walls and ceilings. b. Boxes for suspended lighting fixtures shall not be attached to or supported from suspended ceilings, unless specifically approved by ceiling installer/manufacturer. Do not support boxes from ceiling grids. c. Do not connect outlet boxes back to back unless specific approval is obtained. Where such a connection is necessary to complete a particular installation, fill the voids around the wire between the boxes with sound insulating material.


d. Provide only the conduit openings necessary to accommodate the conduits at the individual location. Provide knockout closures to cap all unused openings. e. Provide weatherproof outlets and outlets in areas subject to moisture with gaskets between the box and the cover plate. f. All boxes shall be provided with covers. g. Mounting Height. Mounting height of a wall-mounted outlet box means the height from finished floor to horizontal center line of the cover plate. Where outlets are indicated adjacent to each other, mount these outlets in a symmetrical pattern with all tops at the same elevation. Where outlets are indicated adjacent, but with different mounting heights, line up outlets to form a symmetrical vertical pattern on the wall. None of the mounting heights listed in this section are to be construed as waiving of the regulations of any authority having lawful jurisdiction. Verify all device mounting heights with the Architect prior to rough-in. Device mounting heights shall be as follows:

(1) Receptacles and Telephone Outlets +18" AFF

(2) Wall Switches +48" AFF

(3) Manual Motor Starters +54" AFF

(4) Disconnect Switches +54" AFF

(5) Fire alarm system visual and audio/visual devices shall be mounted at eighty inches (80") above the highest floor level within the space or six inches (6") below ceiling, whichever is lower.

(6) Special system devices such as lighting motion sensors shall be mounted as recommended by the manufacturer’s written instructions.

3.3 JUNCTION AND PULL BOXES a. Install boxes as required to facilitate cable installation in raceway systems. Junction and pull boxes shall be sized to accommodate conductor system splices and associated insulation. Generally provide boxes in conduit runs of more than 100-feet or as required in Section 26 05 33. Locate boxes strategically and make them of such shape to permit easy pulling of wire or cables. The use of extension rings to increase the junction boxes interior space capacity is not acceptable. b. Provide boxes so that covers are readily accessible and easily removable after completion of the installation. furnish and install suitable access doors for boxes located above inaccessible ceilings. Select a practical size for each box and cover. All boxes shall cover plates. Refer to architectural drawings for required access doors’ fire ratings. END OF SECTION

CDBG Freddie Benavides Park Improvements 26 2416 City of Laredo, Texas PANELBOARDS H2MG, LLC 1 of 4 07-01-2019

SECTION 26 2416

PANELBOARDS

1.0 GENERAL

1.1 SUMMARY

a. This section specifies the furnishing and installation of distribution and lighting and appliance branch

circuit panelboards.


a. UL 50 - Cabinets and Boxes.

b. UL 67 - Electric Panelboards.

c. NEMA AB 1 - Molded Case Circuit Breakers.

d. NEMA AB 2 - Procedures for Verifying the Performance of Molded Case Circuit Breakers.

e. NEMA FU 1 - Low Voltage Cartridge Fuses.

f. NEMA KS 1 - Enclosed Switches.

g. NEMA PB 1 - Panelboards.

h. NEMA PB 1.1 - Instructions for Safe Installation, Operation and Maintenance of Panelboards Rated

600 Volts or Less.



1.4 SUBMITTALS

a. Submit shop drawings for panelboards and component devices.

b. Include outline and support points, dimensions, voltage, main bus ampacity, short circuit ampere

interrupting rating, circuit breaker arrangement, sizes and number of poles. Shop drawing shall list all circuit

breakers to be installed in panelboard.

1.5 OPERATION AND MAINTENANCE DATA

a. Provide operation and maintenance data in accordance with Section 26 00 00.

2.0 PRODUCTS


a. Subject to compliance with the requirements, acceptable manufacturers shall be as follows.

(1) Eaton.


(2) ABB

(3) Siemens Energy and Automation Inc.

(4) Schneider Electric.

2.2 GENERAL

a. Provide all spaces specified on the schedules complete with all breaker mounting accessories

required to accommodate the breaker frame size specified.

b. All panelboards shall be supplied with a separate dedicated ground bus. Provide isolated ground bus

where noted on the drawings. All bussing shall be copper.

c. Provide full size neutral bus bars in all panels as required by the panel schedule and/or one line

diagram.

2.3 SHORT CIRCUIT RATINGS

a. Each panelboard, shall have a short circuit current rating equal to or greater than the rating shown on

the panelboard schedule or on the one-line diagram. The rating shall be per Underwriter's Laboratories

Standard UL 67.

b. The short circuit rating may be based solely on branch breaker ratings or on a U.L. listed series rated

standard AIC branch breaker and integral or remote high AIC main/feeder breaker. Only lighting and

appliance panelboards may be series rated.

c. Panelboards shall be marked with their maximum short circuit current rating at the supply voltage and

shall be UL listed. 240 volt maximum panels shall be rated 10,000 AIC RMS symmetrical minimum.

2.4 LIGHTING AND APPLIANCE PANELBOARDS (100-400 Amperes)

a. Panelboard bus structure and main lugs or main circuit breaker shall have current ratings as shown

on the panelboard schedule. Such ratings shall be established by heat rise tests, conducted in accordance

with UL Standard 67. Bus structure shall be insulated. Bus bar connections to the branch circuit breakers

shall be the "distributed phase" or phase sequence type. All current carrying parts of the bus structure shall

be plated.

b. The panelboard bus assembly shall be enclosed in a steel cabinet. The rigidity and gauge of steel to

be as specified in UL Standard 50 for cabinets. Wiring gutter space shall be in accordance with UL Standard

67 for panelboards. The box shall be fabricated from galvanized steel. Each front shall include a door and

have a flush, cylinder tumbler-type lock with catch and spring-loaded stainless steel door pull. Fronts shall

have adjustable indicating trim clamps which shall be completely concealed when the doors are closed.

Doors shall be mounted with completely concealed steel hinges. Fronts shall not be removable with door in

the locked position.

2.5 OVERCURRENT PROTECTIVE DEVICES

a. Circuit Breakers. Provide thermal magnetic, bolt-on circuit breakers for the specified service with the

number of poles and ampere ratings indicated. All circuit breakers shall be as specified in Section 26 28 13 -

Overcurrent Protective Devices.


(1) Provide breakers which are quick-make and quick-break on both manual and automatic

operation. Use a trip-free breaker which is trip indicating. Incorporate inverse time

characteristic by magnetic trip. Where indicated, provide ground fault circuit breakers.

(2) For 2-pole breakers, use the common-trip type so that an overload or fault on one poles will

trip all poles simultaneously. Handle ties are not acceptable.

(3) Connect breakers to the main bus by means of a solidly bolted connection. Use breakers

which are interchangeable, capable of being operated in any position within the panel.

Independently mount breakers so that a single unit can be removed from the front of the

panel without disturbing or removing main bus, other units or other branch circuit

connections.

b. Fusible Switches. Provide fusible switches for the specified service with the number of poles and

ampere ratings indicated.

(1) Provide switches which are quick-make and quick-break type. Provide branch circuit

panelboards with toggle handle switches and distribution panelboards with switches having

external operating handles capable of being padlocked in the OFF position.

(2) Provide each main or distribution switch with fuses conforming to Section 16476 Overcurrent

Protective Devices.

(3) Connect switches to the main bus by solidly bolted connections. Use switches which are

interchangeable. Independently mount switches so that a single unit can be removed from

the front of the panel without disturbing main bus, other units or circuit connections.

3.0 EXECUTION

3.1 INSTALLATION

a. All wiring in the panelboard enclosure shall be bundled together with nylon ty-wraps in a neat

workman like manner.

b. At the completion of the electrical system, the Contractor shall check each phase of all panelboards

under full load conditions and arrange so that all phases shall carry the same load or as near as possible.

3.2 IDENTIFICATION

a. All panelboards shall be identified in as required by Section 26 0000.

b. A circuit directory frame and card with a clear plastic covering shall be provided on the inside of the

door. All circuit loads shall be identified on the circuit directory as specified in section 26 0000.

3.3 MOUNTING HEIGHT

a. Install the panelboards so that the distance from the ground to the center of the switch or circuit

breaker in the highest position will not exceed the maximum distance allowed by the NEC.

END OF SECTION

CDBG Freddie Benavides Park Improvements 26 2726 City of Laredo, Texas WIRING DEVICES H2MG, LLC 1 of 4 07-01-2019

SECTION 26 2726 WIRING DEVICES 1.0 GENERAL 1.1 SUMMARY a. This section specifies the furnishing and installation of wiring devices and device cover plates. b. Install the wiring devices in accordance with the recommendations of the manufacturer. 1.2 REFERENCE STANDARDS a. ANSI/UL 20 - General-Use Snap Switches. b. ANSI/UL498 - Electrical Attachment Plugs and Receptacles. c. UL 943 - Ground Fault Circuit Interrupters. d. NEMA WD 1 - General-Purpose Wiring Devices. 1.3 APPLICABLE PROVISIONS a. Refer to Section 26 0000 - Electrical General Provisions. 1.4 SUBMITTALS a. Submit manufacturer's product data on wiring devices. 1.5 DELIVERY STORAGE AND HANDLING a. Deliver wiring devices properly packaged in accordance with Section 26 0000. 2.0 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS a. Subject to compliance with the requirements, acceptable manufacturers shall be as follows:

(1) Wiring Devices

(a) Arrow Hart, Division Crouse-Hinds. (b) Hubbell Inc., Wiring Device Division (c) Leviton Manufacturing Co. (d) Pass & Seymour Inc., LeGrand

2.2 DUPLEX RECEPTACLES a. Provide industrial heavy duty duplex receptacles, 2- pole, 3-wire, grounding, 20-amperes, specification grade 125-volts. The NEMA configuration shall be 5-20R unless otherwise indicated. The receptacles shall be Hubbell 5362 or equal. Provide all receptacles including , isolated ground and ground fault interrupting types in accordance with the following:

(1) The grounding shunt between the ground terminal screw and the ground contact blades shall be 0.50" one piece solid brass without rivets.


(2) The wall plate mounting assembly shall be an integral component without rivets.

(3) The base and face plate shall be high strength, glass re-enforced nylon.

(4) The contact arrangement shall be triple wipe, configured so that contact is made on both

sides of each blade inserted into the device.

(5) All terminal screws shall be solid brass. Provide screws with combination slot and Philips heads.

2.3 GROUND FAULT CIRCUIT INTERRUPTERS a. Provide feed through type ground-fault circuit interrupters, with heavy-duty duplex receptacles, capable of protecting connected downstream receptacles on single circuit, and of being installed in a 2-3/4" deep outlet box without adapter, grounding type UL-rated Class A, Group 1, rated 20-amperes, 120-volts, 60 Hz; with solid-state ground-fault sensing and signaling; with 5 milliamperes ground-fault trip level; with NEMA configuration 5-20R. The receptacles shall be Hubbell GF5362 heavy duty industrial or equal. b. The device shall trip if the line or load connections are incorrectly wired. c. All receptacles exterior to the building shall be weather resistant as required by NEC 408.6. 2.4 DEVICE COVER PLATES a. Device cover plates in weatherproof locations shall meet UL 514 for continuous use in a wet location. The cover plates shall be P&S 3700 deep cover, vertical mount.

2.5 DEVICE COLOR a. The device and cover plate color shall be as selected by the Architect. 3.0 EXECUTION 3.1 GENERAL a. Where items of equipment are provided under other sections of this specification or by the Owner, provide a compatible receptacle for the cap or plug and cord of the equipment. 3.2 RECEPTACLES a. Mount receptacles vertically centered at the height specified. b. Connections to all receptacles shall be made with a field installed wiring pigtail from the receptacle terminals to the wiring in the device box. The conductors shall be wrapped around the screw terminals in the proper direction and tightened to the proper torque as recommend by the manufacturer. The terminals shall be tightened with a torque screwdriver to insure proper installation. It is not permissible to use receptacles as feed through device to serve other receptacles. Manufactured wiring connectors such as “Wago” connectors and other similar connectors shall not be used. c. Duplex receptacles shall be installed with the ground pin opening at the bottom of the receptacle when the receptacles are vertically mounted. If a duplex receptacle is horizontally mounted, it shall be installed so that the neutral connection is at the top of the receptacle when installed.


3.3 DEVICE COVERPLATES a. Provide device cover plates for each device of the type required for service and device involved. b. Engrave plates with 1/8 inch-high black letters, if designated for engraving. END OF SECTION

CDBG Freddie Benavides Park Improvements 26 2816 City of Laredo, Texas ENCLOSED SWITCHES H2MG, LLC 1 of 4 07-01-2019

SECTION 26 2816

ENCLOSED SWITCHES

1.0 GENERAL

1.1 SUMMARY

a. This Section specifies the furnishing and installation of enclosed switches.

b. Provide enclosed switches as the disconnecting means for equipment.


a. NFPA 70 - National Electrical Code.

b. UL 98 - Safety Standard for Enclosed Switches.

c. NEMA KS 1 - Enclosed Switches.


a. Section 26 0000 - Electrical General Provisions.

1.4 SUBMITTALS

a. Product Data: Submit manufacturer's product data on enclosed switches. Submittals shall

include the following:

(1) Voltage, Phase, Horsepower/Ampere Rating

(2) NEMA Enclosure Type

(3) Dimensions

2.0 PRODUCTS


a. Subject to compliance with the requirements, acceptable manufacturers shall be as follows.

(1) Eaton.

(2) ABB

(3) Siemens Energy and Automation Inc.

(4) Schneider Electric.

2.2 CHARACTERISTICS

a. Provide switches with voltage rating of 240 volts a-c, as required to match the distribution system

voltage.


b. Provide heavy duty switches conforming to NEMA KS 1 standard for Type HD switches.

c. Provide switches with quick-make, quick-break contacts.

d. Unless otherwise indicated, provide 2-pole, visible blade switches.

2.3 CONSTRUCTION

a. Switches shall be furnished in NEMA 1 general purpose enclosures in interior dry locations and

NEMA 3R enclosures in exterior locations and indoor areas subject to moisture. Covers on NEMA 1

enclosures shall be attached with pin type hinges. NEMA 3R covers shall be securable in the open

position. Enclosures shall be manufactured from galvanized steel. Enclosures shall have a gray baked

enamel finish, electrodeposited on cleaned, phosphatized steel.

b. The operating handle shall be suitable for padlocking in the OFF position with as many as three

padlocks of 5/16-inch diameter shank. The switch cover shall be interlocked with the operating

mechanism to prevent opening the cover when the switch is in the ON position and to prevent turning the

switch ON when the door is open.

c. The lugs shall be front accessible, UL listed for 65 or 75 degree C, aluminum or copper wires.

d. Provide incoming line terminals with an insulated shield so that live parts are not exposed when

the door is open.

e. Provide switches with isolated, fully rated neutral block in circuits with a neutral conductors.

f. Provide each switch with a ground lug for termination of the circuit grounding conductors.

g. Provide fused switches with rejection-type fuse holders which are suitable for use with fuses

specified.

h. Provide factory nameplate, front cover mounted, indicating the switch type, catalog number and

voltage, amperage and horsepower ratings.

3.0 EXECUTION

3.1 INSTALLATION

a. Provide switches for all equipment as required to comply with NEC requirements for equipment

disconnecting means.

b. Mount the switches so that the operating handle is approximately 54 inches above finished floor.

Where switches are group mounted, align the tops of all of the switches.

c. Disconnecting means for mechanical equipment shall not be mounted to the equipment. They

shall be mounted adjacent to the equipment and within sight of the equipment.

3.2 DISCONNECT SWITCHES MARKING

a. All disconnect switches shall be labeled as required by Section 26 00 00 or 26 05 53.


3.3 GROUNDING

a. Connect the equipment ground conductor to the grounding lug in the enclosed switches.

END OF SECTION

CDBG Freddie Benavides Park Improvements 26 5113 City of Laredo, Texas LIGHTING FIXTURES H2MG, LLC 1 of 4 07-01-2019

SECTION 26 5113 LIGHTING FIXTURES AND LAMPS 1.0 GENERAL 1.1 SUMMARY a. This section specifies the furnishing and installation of lighting fixtures complete with lamps and drivers, mounting accessories and other miscellaneous materials as required for a complete system. 1.2 REFERENCE STANDARDS a. ANSI C78.377 – LED Lamps b. ANSI C82.16 – LED Divers c. UL 57 - Electric Lighting Fixtures. 1.3 APPLICABLE PROVISIONS a. Section 26 0000 - Electrical General Provisions. 1.4 SUBMITTALS a. Submit manufacturer's product data sheets for all light fixtures. Include published photometric data, coefficients of utilizations and candlepower distribution curves. Provide product data for all ballasts and lamps. Provide product data for all emergency battery and inverter units. b. Provide point-by-point lighting calculations for areas as required by the specifications or noted on the drawings. The calculations shall include lamp lumen depreciation, luminaire dirt depreciation, ballast factors, lamp tilt factors and initial lamp lumens. The calculations shall indicate maintained horizontal foot candle levels at a height of thirty inches above the floor. The maximum point spacing shall be five feet on center in both horizontal dimensions. 1.5 OPERATION AND MAINTENANCE DATA a. Provide operation and maintenance data in accordance with Section 26 00 00. Provide lamp ordering information for each type of lamp and the local lamp distributors address and phone numbers. 1.6 LAMP WARRANTY a. The lamp and ballasts shall of the same manufacturer or an approved equivalent combination that can provide the following lamp warranty.

(1) Provide a minimum 70,000 burn hour lamp material replacement warranty. This warranty shall commence from the date of installation of the lighting fixtures.

1.7 DELIVERY STORAGE AND HANDLING a. Deliver all lighting fixtures in factory-fabricated containers or wrappings, which properly protect fixtures from damage. b. Store all lighting fixtures in original packaging. Store inside well-ventilated area protected from weather, moisture, soiling, extreme temperatures, humidity, laid flat and blocked off ground.


c. Handle all lighting fixtures carefully to prevent damage, breaking, and scoring of finishes. Do not install damaged units or components; replace with new. 1.8 COORDINATION a. The various ceiling types are indicated on the architectural plans and in the room finish schedules. All lighting fixtures shall be coordinated with the architectural requirements to insure that the proper trim kit, and/or mounting accessory is provided with each fixture for the intended application. All trim kits and accessories shall be provided by contractor whether or not they are specifically indicated by the manufacturer's catalogue numbers on the lighting fixture schedule.

2.0 PRODUCTS 2.1 ACCEPTABLE MANUFACTURES a. The product of an acceptable Manufacturer is listed on the light fixture schedule on the drawings. The product and manufacturer listed are intended to establish the level of quality desired on this project. Equal products of the other acceptable manufacturers will be considered. 2.2 LIGHTING FIXTURES a. Lighting fixtures are specified by type and manufacturer in the lighting fixture schedule on the drawings. 2.3 LAMPS a. LED 4000°K. 2.4 FUSING AND THERMAL PROTECTION a. All LED fixtures shall be thermally protected. 2.5 LED LIGHT FIXTURES a. Each luminaire shall consist of an assembly that utilizes LEDs as the light source. In addition, a complete luminaire shall consist of a housing, LED array, and electronic driver (power supply) and integral controls as per this specification. b. Each luminaire shall be designed to operate at an average operating temperature of 25°C. c. The operating temperature range shall be 0°C to +25°C. d. Lumen output shall not decrease by more than 20% over the minimum operational life of 50,000 hours. e. Individual LEDs shall be connected such that a catastrophic loss or the failure of one LED will not result in the loss of the entire luminaire. f. LED Boards shall be suitable for field maintenance or service from below the ceiling with plug-in connectors. LED boards shall be upgradable. g. Correlated Color temperature (CCT) range as per specification 4100K shall be correlated to chromaticity as defined by the absolute (X,Y) coordinates on the 2D CIE chromaticity chart. h. The color rendition index (CRI) shall be 80 or greater.


i. Color shift over 6,000 hours shall be <0.007 change in u’ v’ as demonstrated in IES LM80 report. 2.6 Driver: AccuDrive, 120 – 277 volt, UL Listed, CSA Certified, Sound Rated A+. Driver shall be > 80% efficient at full load across all input voltages. Input wires shall be 18AWG solid copper minimum. Driver shall be suitable for full-range dimming. The luminaire shall be capable of continuous dimming without perceivable flicker over a range of 100% to 5% of rated lumen output with a smooth shut off function. Dimming shall be controlled by a 0-10V signal. Driver shall be UL listed. Maximum stand-by power shall be 1 Watt. Driver disconnect shall be provided where required to comply with codes. 2.7 POLES a. Existing poles as listed on the drawings. Poles shall have same finish as lighting fixture unless noted otherwise on the drawings. b. Provide all poles with base covers, mounting arms, anchor bolts and miscellaneous accessories as required for a complete installation. 3.0 EXECUTION 3.1 INSTALLATION a. Install lighting fixtures at locations and heights as indicated, in accordance with fixture manufacturer's written instructions, applicable requirements of NEC, NECA's "Standard of Installation," NEMA standards, and with recognized industry practices to ensure that lighting fixtures fulfill requirements. b. Provide fixtures and/or fixture outlet boxes with hangers to properly support fixture weight. Submit design of hangers, method of fastening, other than indicated or specified herein, for review by Architect. c. Provide hangers and support members for fixtures as required for proper installation. Provide appurtenances which include stud supports, stems, mounting brackets, frames and plaster rings. d. Support fixtures from the building structure or from furring channels. Furring channels must be a minimum size of 1-1/2 inches. Lay-in (recessed) lighting fixtures shall be supported from building structure by a 12 gauge galvanized carbon steel (ASTM-A-641) soft temper hanger wires. provide one hanger at each corner of each lay-in light fixture one foot (1'-0") wider and larger. supporting of light fixtures from ceiling system is not acceptable. e. Provide support members for exit fixtures as required to provide rigid installation. f. Tighten connectors and terminals, including screws and bolts, in accordance with equipment manufacturer's published torque tightening values for equipment connectors. Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals to comply with tightening torques specified in UL standards 486A and B, and the National Electrical Code. 3.2 GROUNDING a. Provide equipment grounding connections for all lighting fixtures. Tighten connections to comply with tightening torques specified in UL standard 486A to assure permanent and effective grounds. 3.3 ADJUSTING, CLEANING AND RELAMPING a. Adjust all directional light fixtures as directed by the Architect. b. Clean all light fixture housings, reflectors, lenses and diffusers at completion of project.


c. Relamp all light fixtures at substantial completion that have inoperative lamps or lamps that display a visual amount of color shift. 3.4 DEMONSTRATION a. Demonstrate that all light fixtures are complete and operational. b. Demonstrate the operation of all lighting controls, including the setting and adjustment of time clocks and other automatic controls. END OF SECTION