Concrete_Work_for_De_Zavala_Park_Fitness_Court.pdf

REQUEST FOR QUOTATION

IRFQ 2026-0002

CONCRETE WORK FOR DE ZAVALA PARK FITNESS COURT

City of Edinburg

415 W. University Drive

Edinburg, TX 78541

RELEASE DATE: July 8, 2026

DEADLINE FOR QUESTIONS: July 15, 2026

RESPONSE DEADLINE: July 22, 2026, 3:00 pm

RESPONSES MUST BE SUBMITTED ELECTRONICALLY TO:

https://secure.procurenow.com/portal/cityofedinburg https://secure.procurenow.com/portal/%7bproject.government.code%7d

City of Edinburg

REQUEST FOR QUOTATION

Concrete Work for De Zavala Park Fitness Court

I. Introduction II. Request for Quotes

III. Vendor Questionnaire IV. Pricing Proposal

Attachments:

A - De Zavala Park Geotechnical Engineering Report

B - Rules for Electronic Bidding

C - Supplementary Conditions

D - General Conditions

E - Proposed Fitness Court Location Map

Request For Quotation #IRFQ 2026-0002 Title: Concrete Work for De Zavala Park Fitness Court

1. Introduction

1.1. Summary

The City of Edinburg is currently accepting proposals for the installation of one (1) new reinforced concrete slab-on-grade and sidewalk at De Zavala School/City Park located at 3107 Mon Mack Rd, Edinburg, Texas.

1.2. Background

This project is being funded through the U.S. Department of Housing and Urban Development, Community Development Block Grant (CDBG) Program. Bidder understands that the following federal regulations apply to this project: Title I of the Housing and Community Development Act of 1974, 2 CFR

Part 200 Uniform Administrative Requirements, Cost Principles and Audit Requirements for Federal

Awards, all applicable Federal Contract Provisions found at 2 CFR Part 200-Appendix II, including but not limited to Debarment, Suspension and Ineligibility, Conflict of Interest as described in 24 CFR Part

570.611(c), HUD Federal Labors Standards Provisions including the Davis-Bacon and Related Acts, Copeland Anti-Kickback Act and Contract Work Hours and Safety Standards Act, Equal Employment

Opportunity per Title VII of the Civil Rights Act of 1964, Clean Water, Clean Air, Executive Order 11738, Section 504 of the Rehabilitation Act of 1973, and Section 3 of the Housing and Urban Development Act of 1968 (if applicable). Bidders must make an effort to utilize small and minority-owned businesses.

Attention is particularly called to the conditions of employment and minimum wage rates that must paid under the contract. The Department of Labor wage decision, TX20250003, release date 01/02/2026, modified 05/18/2026, is applicable to this project.

Bidders choosing to bid or provide proposals on Federally Funded projects must be currently

REGISTERED and ACTIVE in the System for Awards Management (SAM) database at the time a bid or proposal is opened. Bidders must submit the entity’s Unique Entity Identification (UEI) Number with the bid/proposal documents as instructed. Immediately after the bid opening takes place, the City will enter the respondent's UEI number into the SAM database. If the respondent is not in ACTIVE status on the database, the bid will be deemed non-responsive and disqualified from consideration of award.

Entity registration may be completed at www.sam.gov. All contractors and/or subcontractors who are debarred, suspended, or otherwise excluded from or ineligible for participation on federal assistance programs may not undertake any activity in part or in full under this project.

1.3. Contact Information

Eddie Salinas

Parks Operations Manager

415 W. University Dr

Edinburg, TX 78540

Email: esalinas@cityofedinburg.com

Phone: (956) 259-4329 Ext: 1607

Department:

Parks & Recreation

Department Head:

Javier Garza

Parks & Recreation Director

1.4. Timeline

Release Project Date July 8, 2026

Question Submission Deadline July 15, 2026, 3:00pm

Proposal Submission Deadline July 22, 2026, 3:00pm mailto:esalinas@cityofedinburg.com tel:(956)259-4329;ext=1607

2. Request for Quotes

2.1. 2.1 Scope of Work

The Contractor shall furnish all labor, materials, equipment, supervision, permits, and incidentals necessary to construct the following at De Zavala City/School Park:

• 5-inch reinforced concrete slab-on-grade with dimensions of 40 feet by 40 feet

• 4-inch reinforced concrete sidewalk that is 5 feet wide

• Project identification sign with dimensions of 4 feet by 8 feet

All work, site preparation, earthwork, subgrade stabilization, and subbase compaction shall be performed in accordance with the recommendations and guidelines outlined in the sections below

(Sections 2.2, 2.3, 2.4, 2.5, and 2.6) and the Geotechnical Engineering Study prepared by Raba Kistner, Inc., dated July 8, 2022.

The project's substantial completion is expected in 30 Calendar Days.

All work shall comply with applicable federal, state, and local regulations. The project manual identifies the use of TxDOT 2024 Standard Specifications. The latest adopted City Standards Manual must be used:

https://cityofedinburg.com/departments/engineering/engineeringstandardsmanual.php. In case of discrepancies, the most stringent shall govern.

2.2. 2.2 Site Preparation and Subgrade

A. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS.

B. ALL EARTHWORK AND GRADING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE

RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING STUDY. THE MORE STRINGENT

REQUIREMENTS BETWEEN THESE NOTES AND THE GEOTECHNICAL ENGINEERING STUDY SHALL

GOVERN AND BE EXECUTED BY THE CONTRACTOR.

C. ALL AREAS TO SUPPORT SELECT FILL SHALL BE STRIPPED DOWN TO A MINIMUM DEPTH OF 6

INCHES OF ALL VEGETATION AND/OR ORGANIC TOPSOIL AND EXTEND A MINIMUM OF 5 FEET

BEYOND THE SLAB’S FOOTPRINT IN ALL DIRECTIONS.

D. THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES.

E. THE SELECT FILL SHALL CONFORM TO THE SPECIFICATIONS INDICATED ON THE GEOTECHNICAL

ENGINEERING STUDY.

F. THE MINIMUM AMOUNT OF COMPACTED SELECT FILL IS 27 INCHES. THE CONTRACTOR SHALL

INCREASE THE AMOUNT OF FILL AND EXCAVATION AS REQUIRED TO MEET THE MINIMUM

AMOUNT OF SELECT FILL. THE MOISTURE CONTENT AND COMPACTION OF THE SELECT FILL

SHALL FOLLOW THE RECOMMENDATION ON THE GEOTECHNICAL ENGINEERING STUDY.

https://cityofedinburg.com/departments/engineering/engineeringstandardsmanual.php

G. CONTRACTOR SHALL EXCAVATE AND GRADE TO THE REQUIRED DEPTH TO ACCOMMODATE THE

5-INCH SLAB AND THE SPECIFIED SUBGRADE MATERIAL.

H. THE FINISHED FLOOR ELEVATION SHALL BE AT 101.00 FEET.

I. ALL EARTHWORK AND SITE PREPARATION ARE SUBSIDIARY TO THE CONCRETE WORK.

2.3. 2.3 Cast-In-Place Concrete

A. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS.

B. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE

(ACI) SPECIFICATIONS, ACI#301, LATEST EDITION.

C. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS AND ACCESSORIES,

UNLESS NOTED OTHERWISE, SHALL BE IN ACCORDANCE WITH THE ACI “MANUAL OF STANDARD

PRACTICE FOR DETAILING REINFORCED CONCRETE”, ACI#315, LATEST EDITION.

D. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH SHALL BE 3,500 PSI.

E. THE MAXIMUM SLUMP SHALL BE 5 INCHES.

F. THE SIZE OF THE LARGE AGGREGATE SHALL BE 1 1/2 INCHES.

G. CONSTRUCTION JOINTS SHALL BE SPACED AT 15 FEET LONGITUDINAL AND 15 FEET

TRANSVERSE.

H. BACKFILL AROUND THE PERIMETER TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE SLAB.

I. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED.

J. MINIMUM FINISHED SLAB THICKNESS OF 5 INCHES SHALL BE OBTAINED.

K. MINIMUM FINISHED SIDEWALK THICKNESS OF 4 INCHES SHALL BE OBTAINED.

L. CONCRETE TESTING SHALL BE ONE SET OF CYLINDERS FOR EVERY 50 CUBIC YARDS. ONE SET

CONSISTS OF 2 CYLINDERS TESTED FOR COMPRESSION AT 7 DAYS AND 2 CYLINDERS AT 28 DAYS.

M. VAPOR RETARDANT, UNDER SLAB, SHALL CONFORM TO ASTM E1745, CLASS A OR BETTER, AND

SHALL HAVE A MINIMUM WATER VAPOR PERMEANCE OF 0.044 PERMS WHEN TESTED IN

ACCORDANCE WITH ASTM E96.

N. VAPOR RETARDANT SHALL NOT BE LESS THAN 15 MILS THICK.

O. VAPOR RETARDANT SHALL BE INSTALLED SEAMLESSLY, LAP JOINTS SHALL BE A MINIMUM OF 12

INCHES, AND SEALED WITH TAPE AS SPECIFIED BY THE VAPOR RETARDANT MANUFACTURER.

P. CONCRETE SLAB SHALL BE MAINTAINED MOIST FOR 7 DAYS AND ALLOWED TO CURE FOR A

MINIMUM OF 7 DAYS.

2.4. 2.4 Reinforcing Steel

A. BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.

B. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF THE AMERICAN

CONCRETE INSTITUTE (ACI) 318.

C. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT THE TOP AND

BOTTOM AND AT INTERMEDIATE LOCATIONS, SPACED NOT GREATER THAN 192 BAR DIAMETERS

OR 48” O.C., WHICHEVER IS LESS.

D. WELDED STEEL WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185.

E. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF “BAR SUPPORT

SPECIFICATIONS” AS CONTAINED IN THE LATEST EDITION OF THE “MANUAL OF STANDARD

PRACTICE” BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). PLASTIC CHAIRS ARE NOT

ALLOWED. FOR SLAB-ON-GRADE, USE CONCRETE BRICK CHAIRS AT 3 FEET ON-CENTER EACH

WAY.

F. REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE

CONCRETE REINFORCING STEEL INSTITUTE “MANUAL OF STANDARD PRACTICE”, LATEST

EDITION.

G. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING CONCRETE.

H. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE

PERMITTED.

I. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE

FABRICATION AND INSTALLATION.

J. NO. 4 REINFORCING BARS SHALL BE USED, SPACED AT 14 INCHES ON CENTER IN BOTH

DIRECTIONS.

K. CONCRETE REINFORCING LOCATION SHALL BE AT MID-DEPTH.

L. LAPS AT BAR SPLICES SHALL BE 29 INCHES.

M. DEMOLITION, REMOVAL, AND DISPOSAL OF ALL EXCESS CONCRETE, CURBS, RUBBLE, ETC. TO BE

DONE IN A LEGAL MANNER AT CONTRACTOR’S EXPENSE.

2.5. 2.5 Construction Material Testing and Structural Observations

A. CONTRACTOR SHALL CONTACT THE PARKS DEPARTMENT TO SCHEDULE ALL REQUIRED

CONSTRUCTION MATERIAL TESTING. A MINIMUM OF 24-HOUR NOTICE MUST BE PROVIDED.

B. PRIOR TO THE PLACEMENT OF ANY CONCRETE FOR THE SLAB OR SIDEWALKS, THE CONTRACTOR

MUST OBTAIN AN INSPECTION APPROVAL FROM CITY STAFF TO ENSURE IT MEETS ALL PROJECT

SPECIFICATIONS.

C. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND PASSING INSPECTIONS AT HIS

EXPENSE.

2.6. 2.6 General Notes

A. CONTRACTOR SHALL CONTACT THE CITY OF EDINBURG PARKS DEPARTMENT, 48 HOURS PRIOR

TO START OF ANY CONSTRUCTION WITHIN PROJECT SITE.

B. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES WITHIN THE CONSTRUCTION AREA 48 HOURS

PRIOR TO EXCAVATION NEAR THE UTILITIES.

C. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO

CONSTRUCTION OF PROPOSED FACILITIES (NO SEPARATE PAY). ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE CITY ENGINEER IN WRITING PRIOR TO COMMENCEMENT

OF CONSTRUCTION. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF THIS

CONSTRUCTION OPERATION WILL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.

D. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS NOT SUPPLIED BY OWNER AT HIS

EXPENSE PRIOR TO COMMENCEMENT OF WORK.

E. CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR

PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES OR RAILROADS AFFECTED BY HIS

OPERATIONS PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL ASSURE HIMSELF

THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF

WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR WILL BE OBTAINED AT

HIS EXPENSE.

F. PRIOR TO CONSTRUCTION, CONTRACTOR, OWNER, AND ENGINEER TO PERFORM ON-SITE FIELD

INSPECTION TO DOCUMENT EXISTING CONDITIONS (NOTES & PHOTOS).

G. THE CONTRACTOR SHALL STORE THE MATERIALS AT THE SITE AT HIS OWN RISK. CITY SHALL NOT

BE HELD LIABLE IF ANY OF THE CONTRACTOR'S EQUIPMENT OR MATERIAL IS STOLEN OR

DAMAGED. THIS WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS AND SHALL NOT BE

MEASURED FOR PAYMENT.

H. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON PUBLIC RIGHT OF WAY DURING THE

COURSE OF CONSTRUCTION WITHOUT PRIOR APPROVAL FROM CITY OF EDINBURG AGENCY.

I. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE AT ALL TIMES

DURING CONSTRUCTION OF PROPOSED FACILITIES. NATURAL GROUND ADJACENT TO UTILITY

TRENCH EXCAVATION TO BE CLEARED AND GRUBBED PRIOR TO PLACEMENT OF EXCESS TRENCH

MATERIAL (NO ADDITIONAL PAYMENT - INCLUDE IN COST OF UNDERGROUND UTILITIES

CONSTRUCTION.)

J. CONTRACTOR TO INSURE SAME DAY ACCESS TO ALL RESIDENCES AND BUSINESS ADJACENT TO

CONSTRUCTION.

K. CONTRACTOR IS RESPONSIBLE FOR CLEANING MUD AND/OR DIRT TRACKED ONTO EXISTING

STREETS BY HIS WORKMEN'S SUPPLIERS, OR SUBCONTRACTOR'S VEHICLES. STREETS MUST BE

CLEANED WITHIN 2 HOURS OF WHEN THE TRACKING OCCURS. NO SEPARATE PAY.

L. RETESTING OF ALL UTILITIES AND ACCEPTANCE BY OWNER SUBSEQUENT TO THE PAVEMENT

CONSTRUCTION WILL BE THE UTILITY CONTRACTOR'S RESPONSIBILITY. NO SEPARATE PAY.

M. CONTRACTOR IS HEREBY INFORMED THAT ALL TRENCHING AND SHORING WILL BE DONE IN

STRICT ACCORDANCE WITH THE LATEST OSHA STANDARDS.

N. WHERE CONTRACTOR’S WORK AND/OR EQUIPMENT CAUSE AN OBSTRUCTION TO TRAFFIC,

CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH

PART VI OF THE “TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” (TEXAS MUTCD,

MOST RECENT EDITION AS REVISED) DURING CONSTRUCTION. A WRITTEN TRAFFIC CONTROL

PLAN SHALL BE SUBMITTED PRIOR TO CONSTRUCTION FOR REVIEW BY THE CITY ENGINEER &

OTHER APPROPRIATE PERSONS.

O. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SAFETY OF THE PEDESTRIANS AND ALL

VEHICULAR TRAFFIC FROM CONSTRUCTION RELATED ACTIVITIES DURING THE COURSE OF THIS

PROJECT.

P. CONTRACTOR SHALL AT ALL TIMES PROVIDE ACCESS TO EXISTING DRIVEWAYS OR

PROVIDE/MAINTAIN ALTERNATIVE ALL-WEATHER ROUTES.

Q. THE CONTRACTOR SHALL PROVIDE A TEMPORARY FENCE FROM THE TIME AN EXISTING FENCE IS

REMOVED TO THE TIME THE PROPOSED FENCE IS PLACED. THIS WORK WILL NOT BE PAID FOR

DIRECTLY BUT CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS.

R. LOCATION OF EXISTING UNDERGROUND UTILITIES AND SERVICE LINES (WATER, SEWER, GAS, TELEPHONE, ELECTRICAL, ETC.) ARE DETERMINED FROM AVAILABLE RECORDS AND ARE

APPROXIMATE. CONTRACTOR TO LOCATE LINES AND/OR OBSTRUCTIONS AHEAD OF

EXCAVATION.

S. CONTRACTOR TO EXPOSE ANY EXISTING FACILITY THAT MAY BE IN CONFLICT PRIOR TO START

OF EXCAVATION.

T. NO EXCAVATION SHALL REMAIN OPEN OVERNIGHT.

U. ALL WORK SHALL BE PERFORMED DURING DAYLIGHT HOURS.

V. ANY SOIL BORINGS THE CONTRACTOR REQUIRES ARE TO BE DONE BY THE CONTRACTOR AT HIS

EXPENSE.

W. OVERHEAD LINES MAY EXIST ON THE PROPERTY. CLEARLY VISIBLE LINES ARE NOT MARKED, AND

CONTRACTOR TO NOTE THEIR LOCATION PRIOR TO CONSTRUCTION. TEXAS LAW, SECTION 752,

HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR OBJECTS MY COME

WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS ARE LEGALLY

RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES

BOTH CRIMINAL AND CIVIL LIABILITY.

X. THE CONSTRUCTION AREAS MAY CONTAIN UNDERGROUND ELECTRICAL LINES, CONDUITS MAY

CONTAIN HIGH VOLTAGE OR LOW VOLTAGE ELECTRICAL WIRING. SOME ELECTRICAL WIRING

MAY BE BURIED BELOW GROUND WITH CONDUITS. THE CONTRACTOR SHOULD EXERCISE

CAUTION.

Y. ANY DAMAGES TO FENCES, WALKS OR PRIVATE PROPERTY SHALL BE REPAIRED BY THE

CONTRACTOR AT THE CONTRACTOR’S EXPENSE. NO SEPARATE PAY.

Z. CONTRACTOR TO MAKE ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANY FOR

SECURING POLES, IF NECESSARY, WHILE CONSTRUCTION PASSES BY POLES. COSTS OF SECURING

POLES WILL BE PAID FOR BY THE CONTRACTOR. NO SEPARATE PAY.

AA. CONSTRUCTION STAKING (ALIGNMENT AND GRADE) TO BE PROVIDED BY THE CONTRACTOR AT

NO SEPARATE PAY.

BB. WELL POINTS AND DEWATERING ARE SUBSIDIARY TO THE VARIOUS PIPE AND TRENCH ITEMS

AND SHALL NOT BE MEASURED FOR PAYMENT.

CC. SURPLUS EXCAVATED MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF-SITE AS DIRECTED

BY THE CITY ENGINEER. IF THE CITY ENGINEER NOTIFIES THE CONTRACTOR THAT THE OWNER

DOES NOT HAVE USE FOR THIS MATERIAL, THE SURPLUS MATERIAL BECOMES THE PROPERTY OF

THE CONTRACTOR AND IT IS HIS RESPONSIBILITY TO DISPOSE OF THE MATERIAL.

DD. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL REQUIREMENTS.

EE. CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND FACILITIES DURING INSTALLATION OF

PROPOSED WORK.

FF. PAVED SURFACES SHALL BE PROTECTED FROM DAMAGE FROM TRACKED EQUIPMENT.

GG. IRON RODS DISTURBED DURING CONSTRUCTION TO BE REPLACED BY REGISTERED PUBLIC LAND

SURVEYOR TO ORIGINAL PROPERTY CORNER AT NO SEPARATE PAY.

HH. RETESTING OF ANY TESTING FAILURES WILL BE THE CONTRACTOR’S RESPONSIBILITY. NO

SEPARATE PAY.

II. TEMPORARY FENCING AND TEMPORARY GATES, BARRICADES, WARNING LIGHTS, WARNING

SIGNS, ETC. ARE CONSIDERED SUBSIDIARY TO THE WORK AND SHALL NOT BE MEASURED FOR

PAYMENT.

JJ. WORK PERFORMED UNDER THIS CONTRACT IS GOVERNED BY REQUIREMENTS OF SEVERAL

PUBLIC GOVERNMENTAL AND PRIVATE ENTITIES. CONTRACTOR SHALL COMPLY WITH ALL

REQUIREMENTS OF GOVERNING ENTITIES.

KK. CONTRACTOR TO COORDINATE WITH THE CITY OF EDINBURG PARKS DEPARTMENT ON WORK

SCHEDULES, TESTING, GENERAL INSPECTION, AND EXISTING LINES.

LL. ALL CONSTRUCTION MATERIALS TESTING WILL BE COORDINATED THROUGH CITY OF EDINBURG

PARKS DEPARTMENT.

MM. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RETURN THE SITE TO

ORIGINAL CONTOURS UNLESS DIFFERENT FINISHED ELEVATIONS ARE SHOWN ON PLANS.

CONTRACTOR TO ENSURE NO AREAS OF PONDING ARE PRESENT. UPON COMPLETION OF

CONSTRUCTION, CONTRACTOR SHALL RETURN THE SITE TO ORIGINAL CONDITIONS INCLUDING

BUT NOT LIMITED TO BACKFILL, TOP SOIL, HYDRO MULCH, ETC.

NN. ELEVATIONS BASED UPON STATIC GPS OBSERVATIONS; NAVD 88 HORIZ: STATE PLANE

COORDINATES (NAD83) ZONE SOUTH TEXAS -4205.

OO. THESE NOTES, PREPARED BY THE CITY OF EDINBURG, DO NOT EXTEND TO OR INCLUDE DESIGN

OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS

EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE

CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS,

INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY THE HOUSE BILLS 622 AND 665

ENACTED BY THE TEXAS LEGISLATURE IN THE 7TH LEGISLATURE REGULAR SESSION.

PP. ALL SAFETY EXPOSURES OR VIOLATIONS SHALL BE RECTIFIED IMMEDIATELY BY THE

CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION OF

PERSONS AND PROPERTY, AND FOR PROVIDING SAFE WORKING CONDITIONS THROUGHOUT

THE WORK PROGRESS. ALL AREAS ADJACENT TO THE CONSTRUCTION AREA OR AFFECTED BY

THE CONSTRUCTION MUST BE PROTECTED FROM DAMAGE, CLEANED, AND RESTORED TO THE

ORIGINAL CONDITION AT NO ADDITIONAL EXPENSE.

QQ. CONTRACTOR SHALL FOLLOW THE CITY OF EDINBURG LATEST ENGINEERING STANDARDS.

RR. THE CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL TRAFFIC EXIT

POINTS PRIOR TO EXISTING ONTO ANY PAVED ROADWAY.

SS. TRAFFIC CONTROL, MOBILIZATION, INSURANCE, AND, IF NEEDED, PAYMENT AND

PERFORMANCE BONDS, WILL BE SUBSIDIARY OF THE WORK OUTLINED IN THE SCOPE OF WORK.

3. Vendor Questionnaire

3.1. Please attach your proposal here.*

*Response required

3.2. Please fill out and sign the System for Award Management Unique Identity Number (UEI#) form and upload*

Please download the below documents, complete, and upload.

NOTE: Bidder must be REGISTERED and ACTIVE in the System for Award Management. Please carefully review attached form.

• SAM_Registration_and_Activa...

*Response required

3.3. Please fill out and sign the Conflict of Interest Disclosure form and upload here*

Please download the below documents, complete, and upload.

• CONFLICT_OF_INTEREST.pdf

*Response required

3.4. Vendor certifies they have read this Request for Quotes, viewed any Exhibits (if applicable), and are authorized to submit this quote on behalf of their organization. Vendor further understands this is not a formal solicitation. A contract may or may not be formed from this request. If a formal solicitation is deemed necessary, vendors will be notified.*

☐ Yes

☐ No

*Response required

3.5. Please upload your license/certification for this service* *Response required

3.6. References* Please include references where Vendor provided services of similar scope.*

*Response required

3.7. Certificate of Insurance *

Please attach a copy of your insurance certificate

*Response required https://government-project.s3.us-west-2.amazonaws.com/41469/7b751527-637c-4a31-9211-8caa19a7dec1_SAM_Registration_and_Activation.pdf?X-Amz-Algorithm=AWS4-HMAC-SHA256&X-Amz-Content-Sha256=UNSIGNED-PAYLOAD&X-Amz-Credential=ASIA47RIURE4KR5P7TV5%2F20260708%2Fus-west-2%2Fs3%2Faws4_request&X-Amz-Date=20260708T130009Z&X-Amz-Expires=72000&X-Amz-Security-Token=IQoJb3JpZ2luX2VjELz%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FwEaCXVzLXdlc3QtMiJHMEUCIGblEsS9VTdaCrmK2FSKd6o0OUBUjFdGmFQ%2FgvLGatuEAiEA9PjLMCTRQruNxdTe91QAxZ0uktPv4hh9%2BJZomipbQXQqlQUIhf%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FARACGgw4OTIzNjQ2ODc2NzIiDNLEaoIEoKQsTrja%2FCrpBG0mbtjo2FWQSI%2FHprHs63wFCpNcK2zEKmvxzlMkz5ms%2FVZo9cJ%2BkMzVz7aiKcL3tW1kzqXuG0TxSM%2BEr4GgBrWHwPsSqBAPG3b4zlx3UF0k5p4VoFVKcqyGhvHG3lTY3TlUydWdcwqQ%2B4HmYdTtzbITSwWdrun8pla8iB8M15o7%2B8Iunt2QvXpio4n1L9cC1y1z5iHWhXryRBr%2F0Kf6Ok2MatDa%2BYBncZRMbbjnAdlTp8Gg%2FCGz0u2E2Au6cyVaqYBBEFIjs3rie29y1zDpHcln1yujl9qrxav%2BvtSfgLern%2FfVD8O9D8lluUb8%2FDnWh6T2MsrCPS7Uz2JEymJ4NjhTly8KOvoQ2vhwGfG49dUUWQg1PGgjhdhT70U8ar31LrK%2BnNE1RgKFKzdZiaHXZqP2EOvpEmyCm%2F4hBXqeVNk9ekSGPPn9gcU%2F9bxC0MrrURzj9iG%2BotvkQVUzBs%2FBnAQwbfIaU21Sox76TrNWeq4PUwr92hgLSsVZtsHKfmeCofhCoBJF31WL3dHVm7Dp6p4frO%2BeRZ7Uo%2BVawl8gGmU8LsrXvY0v72%2F0yFb8Gan6LU3JVThsmodcHgnHTfzI1FRLiQyM5mqK8qvaNqXdxfy%2B4ksjRo3KMsw20B1eN3wddKRFn9p0c9HYgJzwymFRCaKRwoZpYyua9eghLo0qGZ4f2lJfldL8tnYyD166t502XJ4ZH%2FGIk9A4nqRuU74aoVrvC1ayIoBXekWfQW%2BBMA4UsDqnMlKi3FFCvqkyBRSwYfEbsgDuPdQ8jxLQ7se1nzfGtE502DBjksyufPq%2FL2JMdwr6GT8oUPiYML71uNIGOpkBtuRWOIreesniEVpTmBw628KrD3cV79IQliVP7ncR5voksvfHpabob5hGpDD7rUs5DHk0EJF%2FSGmLktocE6cZBqTYJpvEvfUlRRw42LeUSPkdbwuIe4CgRCXfDeyR0gxseXo8AWjlJZC05hSNeFty%2BI5wF%2BEDfkpw0SxRkAYTrbWFAYce4Xdn2RJtAGbVkWGc%2Fc0ZB5fvlIL7&X-Amz-Signature=1896fbf643c300f73f55632a59fb2a87b91ca7fabd2aa5037272d2dffe5baa30&X-Amz-SignedHeaders=host&response-content-disposition=attachment%3B%20filename%3D%22SAM_Registration_and_Activation.pdf%22&x-id=GetObject https://government-project.s3.us-west-2.amazonaws.com/41469/97a89260-867f-48b7-acd9-c3d765334282_CONFLICT_OF_INTEREST.pdf?X-Amz-Algorithm=AWS4-HMAC-SHA256&X-Amz-Content-Sha256=UNSIGNED-PAYLOAD&X-Amz-Credential=ASIA47RIURE4KR5P7TV5%2F20260708%2Fus-west-2%2Fs3%2Faws4_request&X-Amz-Date=20260708T130009Z&X-Amz-Expires=72000&X-Amz-Security-Token=IQoJb3JpZ2luX2VjELz%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FwEaCXVzLXdlc3QtMiJHMEUCIGblEsS9VTdaCrmK2FSKd6o0OUBUjFdGmFQ%2FgvLGatuEAiEA9PjLMCTRQruNxdTe91QAxZ0uktPv4hh9%2BJZomipbQXQqlQUIhf%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FARACGgw4OTIzNjQ2ODc2NzIiDNLEaoIEoKQsTrja%2FCrpBG0mbtjo2FWQSI%2FHprHs63wFCpNcK2zEKmvxzlMkz5ms%2FVZo9cJ%2BkMzVz7aiKcL3tW1kzqXuG0TxSM%2BEr4GgBrWHwPsSqBAPG3b4zlx3UF0k5p4VoFVKcqyGhvHG3lTY3TlUydWdcwqQ%2B4HmYdTtzbITSwWdrun8pla8iB8M15o7%2B8Iunt2QvXpio4n1L9cC1y1z5iHWhXryRBr%2F0Kf6Ok2MatDa%2BYBncZRMbbjnAdlTp8Gg%2FCGz0u2E2Au6cyVaqYBBEFIjs3rie29y1zDpHcln1yujl9qrxav%2BvtSfgLern%2FfVD8O9D8lluUb8%2FDnWh6T2MsrCPS7Uz2JEymJ4NjhTly8KOvoQ2vhwGfG49dUUWQg1PGgjhdhT70U8ar31LrK%2BnNE1RgKFKzdZiaHXZqP2EOvpEmyCm%2F4hBXqeVNk9ekSGPPn9gcU%2F9bxC0MrrURzj9iG%2BotvkQVUzBs%2FBnAQwbfIaU21Sox76TrNWeq4PUwr92hgLSsVZtsHKfmeCofhCoBJF31WL3dHVm7Dp6p4frO%2BeRZ7Uo%2BVawl8gGmU8LsrXvY0v72%2F0yFb8Gan6LU3JVThsmodcHgnHTfzI1FRLiQyM5mqK8qvaNqXdxfy%2B4ksjRo3KMsw20B1eN3wddKRFn9p0c9HYgJzwymFRCaKRwoZpYyua9eghLo0qGZ4f2lJfldL8tnYyD166t502XJ4ZH%2FGIk9A4nqRuU74aoVrvC1ayIoBXekWfQW%2BBMA4UsDqnMlKi3FFCvqkyBRSwYfEbsgDuPdQ8jxLQ7se1nzfGtE502DBjksyufPq%2FL2JMdwr6GT8oUPiYML71uNIGOpkBtuRWOIreesniEVpTmBw628KrD3cV79IQliVP7ncR5voksvfHpabob5hGpDD7rUs5DHk0EJF%2FSGmLktocE6cZBqTYJpvEvfUlRRw42LeUSPkdbwuIe4CgRCXfDeyR0gxseXo8AWjlJZC05hSNeFty%2BI5wF%2BEDfkpw0SxRkAYTrbWFAYce4Xdn2RJtAGbVkWGc%2Fc0ZB5fvlIL7&X-Amz-Signature=7d632b00bffa60bb118ad0d79b3d6023eda6014048183474f2bac14e3117281c&X-Amz-SignedHeaders=host&response-content-disposition=attachment%3B%20filename%3D%22CONFLICT_OF_INTEREST.pdf%22&x-id=GetObject

3.8. Please review, sign and submit the CDBG Conflict of Interest Affidavit.* Please download the below documents, complete, and upload.

• CDBG_Conflict_of_Interest_A...

*Response required

3.9. Please review, sign and submit the Non-Collusion Affidavit.* Please download the below documents, complete, and upload.

• Non-Collusion_Affidavit.pdf

*Response required

3.10. Please review, sign and submit the Non-Lobbying Certification.* Please download the below documents, complete, and upload.

• Non-Lobbying_Certification.pdf

*Response required

3.11. Please review, sign and submit the Equal Employment Opportunity Certification.*

Please download the below documents, complete, and upload.

• EEO_Certification.pdf

*Response required

3.12. Please review, sign and submit the Contractor/Subcontractor Certification for Payment form.*

Please download the below documents, complete, and upload.

• Contractor_Certification_fo...

*Response required

3.13. This project is subject to Davis Bacon and Related Acts & Labors Standards.

Please see applicable project wage decision.

INFORMATION ONLY Please download the attached for your records.

• Project_Wage_Decision_TX202...

https://government-project.s3.us-west-2.amazonaws.com/270878/f5b9b64f-17f4-4e47-bc9a-ad69ac2fb709_CDBG_Conflict_of_Interest_Affidavit.pdf https://government-project.s3.us-west-2.amazonaws.com/270878/b79ab962-6d6e-4bea-a883-6037be2e3f56_Non-Collusion_Affidavit.pdf https://government-project.s3.us-west-2.amazonaws.com/270878/8390ee9a-08bf-494d-a674-474a5f9626d7_Non-Lobbying_Certification.pdf https://government-project.s3.us-west-2.amazonaws.com/270878/eb00d82d-79e2-4330-b060-109b4a0f4dd6_EEO_Certification.pdf https://government-project.s3.us-west-2.amazonaws.com/270878/044872bb-b646-487e-aa52-a9cc7d9eb139_Contractor_Certification_for_Payments.pdf https://government-project.s3.us-west-2.amazonaws.com/270878/0ee614e3-078b-4031-8f13-78ec513946fd_Project_Wage_Decision_TX2026_0003.pdf

4. Pricing Proposal

BASE BID

Line Item Description Quantity Unit of

Measure Unit Cost Total

1 Furnish and install a reinforced concrete slab, reinforced concrete sidewalk, and project identification sign as specified in the Scope of Work.

1 LS

TOTAL

4. Pricing Proposal