Concrete Work for De Zavala Park Fitness Court

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.

Background

Project Details

• Reference ID: IRFQ 2026-0002
• Department: Parks & Recreation
• Department Head: Javier Garza (Parks & Recreation Director)

Important Dates

• Questions Due: 2026-07-15T20:00:00.000Z

Evaluation Criteria

• 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 Site Preparation and Subgrade —
  1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS.
  2. 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.
  3. 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.
  4. THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES.
  5. THE SELECT FILL SHALL CONFORM TO THE SPECIFICATIONS INDICATED ON THE GEOTECHNICAL ENGINEERING STUDY.
  6. 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.
  7. CONTRACTOR SHALL EXCAVATE AND GRADE TO THE REQUIRED DEPTH TO ACCOMMODATE THE 5-INCH SLAB AND THE SPECIFIED SUBGRADE MATERIAL.
  8. THE FINISHED FLOOR ELEVATION SHALL BE AT 101.00 FEET.
  9. ALL EARTHWORK AND SITE PREPARATION ARE SUBSIDIARY TO THE CONCRETE WORK.
• 2.3 Cast-In-Place Concrete —
  1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS.
  2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS, ACI#301, LATEST EDITION.
  3. 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.
  4. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH SHALL BE 3,500 PSI.
  5. THE MAXIMUM SLUMP SHALL BE 5 INCHES.
  6. THE SIZE OF THE LARGE AGGREGATE SHALL BE 1 1/2 INCHES.
  7. CONSTRUCTION JOINTS SHALL BE SPACED AT 15 FEET LONGITUDINAL AND 15 FEET TRANSVERSE.
  8. BACKFILL AROUND THE PERIMETER TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE SLAB.
  9. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED.
  10. MINIMUM FINISHED SLAB THICKNESS OF 5 INCHES SHALL BE OBTAINED.
  11. MINIMUM FINISHED SIDEWALK THICKNESS OF 4 INCHES SHALL BE OBTAINED.
  12. 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.
  13. 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.
  14. VAPOR RETARDANT SHALL NOT BE LESS THAN 15 MILS THICK.
  15. 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.
  16. CONCRETE SLAB SHALL BE MAINTAINED MOIST FOR 7 DAYS AND ALLOWED TO CURE FOR A MINIMUM OF 7 DAYS.
• 2.4 Reinforcing Steel —
  1. BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.
  2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF THE AMERICAN CONCRETE INSTITUTE (ACI) 318.
  3. 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.
  4. WELDED STEEL WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185.
  5. 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.
  6. REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE “MANUAL OF STANDARD PRACTICE”, LATEST EDITION.
  7. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING CONCRETE.
  8. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED.
  9. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION.
  10. NO. 4 REINFORCING BARS SHALL BE USED, SPACED AT 14 INCHES ON CENTER IN BOTH DIRECTIONS.
  11. CONCRETE REINFORCING LOCATION SHALL BE AT MID-DEPTH.
  12. LAPS AT BAR SPLICES SHALL BE 29 INCHES.
  13. DEMOLITION, REMOVAL, AND DISPOSAL OF ALL EXCESS CONCRETE, CURBS, RUBBLE, ETC. TO BE DONE IN A LEGAL MANNER AT CONTRACTOR’S EXPENSE.
• 2.5 Construction Material Testing and Structural Observations —
  1. CONTRACTOR SHALL CONTACT THE PARKS DEPARTMENT TO SCHEDULE ALL REQUIRED CONSTRUCTION MATERIAL TESTING. A MINIMUM OF 24-HOUR NOTICE MUST BE PROVIDED.
  2. 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.
  3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND PASSING INSPECTIONS AT HIS EXPENSE.
• 2.6 General Notes —
  1. CONTRACTOR SHALL CONTACT THE CITY OF EDINBURG PARKS DEPARTMENT, 48 HOURS PRIOR TO START OF ANY CONSTRUCTION WITHIN PROJECT SITE.
  2. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES WITHIN THE CONSTRUCTION AREA 48 HOURS PRIOR TO EXCAVATION NEAR THE UTILITIES.
  3. 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.
  4. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS NOT SUPPLIED BY OWNER AT HIS EXPENSE PRIOR TO COMMENCEMENT OF WORK.
  5. 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.
  6. PRIOR TO CONSTRUCTION, CONTRACTOR, OWNER, AND ENGINEER TO PERFORM ON-SITE FIELD INSPECTION TO DOCUMENT EXISTING CONDITIONS (NOTES & PHOTOS).
  7. 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.
  8. 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.
  9. 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.)
  10. CONTRACTOR TO INSURE SAME DAY ACCESS TO ALL RESIDENCES AND BUSINESS ADJACENT TO CONSTRUCTION.
  11. 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.
  12. RETESTING OF ALL UTILITIES AND ACCEPTANCE BY OWNER SUBSEQUENT TO THE PAVEMENT CONSTRUCTION WILL BE THE UTILITY CONTRACTOR'S RESPONSIBILITY. NO SEPARATE PAY.
  13. CONTRACTOR IS HEREBY INFORMED THAT ALL TRENCHING AND SHORING WILL BE DONE IN STRICT ACCORDANCE WITH THE LATEST OSHA STANDARDS.
  14. 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.
  15. 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.
  16. CONTRACTOR SHALL AT ALL TIMES PROVIDE ACCESS TO EXISTING DRIVEWAYS OR PROVIDE/MAINTAIN ALTERNATIVE ALL-WEATHER ROUTES.
  17. 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.
  18. 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.
  19. CONTRACTOR TO EXPOSE ANY EXISTING FACILITY THAT MAY BE IN CONFLICT PRIOR TO START OF EXCAVATION.
  20. NO EXCAVATION SHALL REMAIN OPEN OVERNIGHT.
  21. ALL WORK SHALL BE PERFORMED DURING DAYLIGHT HOURS.
  22. ANY SOIL BORINGS THE CONTRACTOR REQUIRES ARE TO BE DONE BY THE CONTRACTOR AT HIS EXPENSE.
  23. 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.
  24. 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.
  25. ANY DAMAGES TO FENCES, WALKS OR PRIVATE PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR’S EXPENSE. NO SEPARATE PAY.
  26. 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.
  27. CONSTRUCTION STAKING (ALIGNMENT AND GRADE) TO BE PROVIDED BY THE CONTRACTOR AT NO SEPARATE PAY.
  28. WELL POINTS AND DEWATERING ARE SUBSIDIARY TO THE VARIOUS PIPE AND TRENCH ITEMS AND SHALL NOT BE MEASURED FOR PAYMENT.
  29. 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.
  30. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL REQUIREMENTS.
  31. CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND FACILITIES DURING INSTALLATION OF PROPOSED WORK.
  32. PAVED SURFACES SHALL BE PROTECTED FROM DAMAGE FROM TRACKED EQUIPMENT.
  33. IRON RODS DISTURBED DURING CONSTRUCTION TO BE REPLACED BY REGISTERED PUBLIC LAND SURVEYOR TO ORIGINAL PROPERTY CORNER AT NO SEPARATE PAY.
  34. RETESTING OF ANY TESTING FAILURES WILL BE THE CONTRACTOR’S RESPONSIBILITY. NO SEPARATE PAY.
  35. TEMPORARY FENCING AND TEMPORARY GATES, BARRICADES, WARNING LIGHTS, WARNING SIGNS, ETC. ARE CONSIDERED SUBSIDIARY TO THE WORK AND SHALL NOT BE MEASURED FOR PAYMENT.
  36. 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.
  37. CONTRACTOR TO COORDINATE WITH THE CITY OF EDINBURG PARKS DEPARTMENT ON WORK SCHEDULES, TESTING, GENERAL INSPECTION, AND EXISTING LINES.
  38. ALL CONSTRUCTION MATERIALS TESTING WILL BE COORDINATED THROUGH CITY OF EDINBURG PARKS DEPARTMENT.
  39. 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.
  40. ELEVATIONS BASED UPON STATIC GPS OBSERVATIONS; NAVD 88 HORIZ: STATE PLANE COORDINATES (NAD83) ZONE SOUTH TEXAS -4205.
  41. 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.
  42. 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.
  43. CONTRACTOR SHALL FOLLOW THE CITY OF EDINBURG LATEST ENGINEERING STANDARDS.
  44. THE CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL TRAFFIC EXIT POINTS PRIOR TO EXISTING ONTO ANY PAVED ROADWAY.
  45. TRAFFIC CONTROL, MOBILIZATION, INSURANCE, AND, IF NEEDED, PAYMENT AND PERFORMANCE BONDS, WILL BE SUBSIDIARY OF THE WORK OUTLINED IN THE SCOPE OF WORK.

Submission Requirements

• Please attach your proposal here. (required)
• Please fill out and sign the System for Award Management Unique Identity Number (UEI#) form and upload (required) —

  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.

• Please fill out and sign the Conflict of Interest Disclosure form and upload here (required) —

  Please download the below documents, complete, and upload.

• 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. (required)
• Please upload your license/certification for this service (required)
• References* Please include references where Vendor provided services of similar scope. (required)
• Certificate of Insurance (required) —

  Please attach a copy of your insurance certificate

• Please review, sign and submit the CDBG Conflict of Interest Affidavit. (required) —

  Please download the below documents, complete, and upload.

• Please review, sign and submit the Non-Collusion Affidavit. (required) —

  Please download the below documents, complete, and upload.

• Please review, sign and submit the Non-Lobbying Certification. (required) —

  Please download the below documents, complete, and upload.

• Please review, sign and submit the Equal Employment Opportunity Certification. (required) —

  Please download the below documents, complete, and upload.

• Please review, sign and submit the Contractor/Subcontractor Certification for Payment form. (required) —

  Please download the below documents, complete, and upload.

• 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.