Attachment 2-SOW 19-035334 Quesada Gate Upgrade.pdf

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Attached to
MMAC Quesada Gate Upgrade Federal contract opportunity
Solicitation number
6973GH-23-R-00003
Issued by
Department of Transportation Federal Aviation Administration Franchise Acquisition Services

About this file

This scope of work document outlines requirements for the Quesada Gate Upgrade project at the Mike Monroney Aeronautical Center in Oklahoma City, Oklahoma. The project includes improving an existing gate to provide a new guard house entry point with two lanes in and two lanes out for security inspection under a canopy. The work will involve road work, sidewalks, landscaping, fencing and gates, security equipment, communications, a storm shelter, utilities and other improvements as indicated in the drawings and specifications. The contractor must complete all work within 365 calendar days at the specified location and coordinate work to minimize disruption to the ongoing facility operations. The document provides details on submittal requirements, construction schedule, quality control, testing, temporary facilities, site protection measures, conduct of work, security procedures, work hours and start-up coordination. It also outlines project closeout actions including final cleaning, record documents and permit requirements.

The related federal contract opportunity is a solicitation for the MMAC Quesada Gate Upgrade project. The solicitation is an indefinite delivery/indefinite quantity contract for general construction work with a 365-day performance period at the Mike Monroney Aeronautical Center in Oklahoma City, Oklahoma. The submission includes instructions for preparing and submitting proposals by the January 31, 2023 deadline. Offerors must submit past performance surveys from references by the deadline and the surveys will be evaluated. Any questions must be submitted by January 19, 2023 and will be posted with answers on SAM.gov. The NAICS code for this opportunity is 236220 and the business size standard is $39.5 million.

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Other files for this federal contract opportunity

Other files attached to MMAC Quesada Gate Upgrade, newest first.
File Type Posted
Attachment 1-Section B - Supplies or Services-Prices_Revision 1.xlsx XLSX spreadsheet
6973GH-23-R-00003-0004.pdf PDF
19-035334 ADDENDUM 2 COVER.pdf PDF
6973GH-23-R-00003-0003.pdf PDF
6973GH-23-R-00003-00002.pdf PDF
6973GH-23-R-00003 Questions and Answers_1.31.23.pdf PDF
6973GH-23-R-00003-0001.pdf PDF
Attachment 12 - Quesada Gate REVISION 1 DRAWINGS.pdf PDF
Attachment 1-Section B - Supplies or Services-Prices.xlsx XLSX spreadsheet
Attachment 3b - 19-035334 Quesada DWGS Volume II_Pt-1 Pkg A.pdf PDF
Attachment 3c - 19-035334 Quesada DWGS Volume II_Pt-2 Pkg A.pdf PDF
Attachment 3e - 19-035334 Quesada DWGS Volume IV Pkg A.pdf PDF
Attachment 6 - SF Payment Bond.pdf PDF
Attachment 11 - Contractor Release.pdf PDF
Attachment 4a - 19-035334 Quesada SPECS Volume I Pkg A.pdf PDF
Attachment 4b -19-035334 Quesada SPECS Volume II Pkg A.pdf PDF
Attachment 5 - SF 25 Performance Bond.pdf PDF
Attachment 9- Past Performance Survey.docx DOCX document
Attachment 10 - Client Authorization Letter.docx DOCX document
6973GH-23-R-00003.pdf PDF
Attachment 3a -19-035334 Quesada DWGS Volume I Pkg A.pdf PDF
Attachment 3d - 19-035334 Quesada DWGS Volume III Pkg A.pdf PDF
Attachment 7 - WD OK049.pdf PDF
Attachment 8 - Past Performance Experience Form.docx DOCX document
Show all 24

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Text version

SCOPE OF WORK

19-035334 Quesada Gate Upgrade

PAGE

TABLE OF CONTENTS ……………………………………………………………………………………………………….……..1

1.0 GENERAL ………………………….……………………………………………………………..………………………………. 2

1.1 DESCRIPTION OF WORK ………………………………………………………………………………………………….2

1.2 CONSTRUCTION DURATION ………………………………………………………………… …………………………2

1.3 CONTRACTOR USE OF PREMISES ……………………………………………………………………………………2-3

1.4 COORDINATION AND ON-SITE SUPERVISION ………………………………………………………………

1.5 FIELD ENGINEERING ………………………………………………………………………………………………………..3

1.6 CUTTING AND PATCHING ………………………………………………………………………………………………..3

1.7 SUBMITTAL REQUIREMENTS …………………………………………………………………………………….… 3 - 4

1.8 SHOP DRAWINGS …………………………………………………………………………………………………………. .4

1.9 SAMPLES ……………………………………………………………………………………………………………………….. 4

1.10 CONSTRUCTION PROGRESS SCHEDULE …………………………………….…………………………………….4

1.11 QUALITY ASSURANCE-CONTROL OF INSTALLATION ………………….…………………………………… 4

1.12 INSPECTION AND TESTING LABORATORY SERVICES ………………….………………………………... …4

1.13 TEMPORARY FACILITIES …………………………………………………………….………………………………….. 4

1.14 BARRIERS AND FENCING …………………………………………………………….…………………………………..4

1.15 PROTECTION OF NEW WORK ……………………………………………………….…………………………….. …5

1.16 PROTECTION OF EXISTING EQUIPMENT AND BUILDING ……………….…………………………………5

1.17 CONDUCT OF WORK …………………………………………………………………….…………………………………5

1.18 SECURITY ……………………………………………………………………………………….……………………………….5

1.19 WORK HOURS ………………………………………………………………………………….………………………………5

1.20 STARTING SYSTEMS OR EQUIPMENT ……………………………………………….………………………………5

1.21 FINAL CLEANING ………………………………………………………………………………………………………….5-6

1.22 PROJECT RECORD DOCUMENT…………………………………………………………………………………………6

1.23 CODES AND PERMITS ………………………………………………………………………………………………………6

2.0 PRODUCTS AND EXECUTION …………………………………………………………………………………….………. 6

2.1 PROJECT DRAWINGS AND SPECIFICATIONS ....……………………………………………………………………6

1.0 GENERAL

1.1 DESCRIPTION OF FACILITY/WORK

A. The scope of work for the Quesada Gate Upgrade at the Mike Monroney Aeronautical Center in Oklahoma City, OK includes:

1. Bid Package A:

Improve the existing gate at SW 74 th Street to provide a new Guard House entry point including two lanes in and two lanes out for security inspection with a canopy. The new entry point will include road work, sidewalks, landscaping, fencing and gates, security equipment communications, a storm shelter, utilities and other improvements as indicated on the “Bid Package A” drawings and in the specifications.

2. All work done must meet all the requirements indicated in the project drawings and specifications.

3. The construction site located at: Mike Monroney Aeronautical Center (MMAC) 6500 S.

MacArthur Blvd., Oklahoma City, OK 73169. The gate is located at the intersection of S.W. 74th Street and Quesada Drive.

1.2 CONSTRUCTION DURATION

A. The contract duration for this project is 365 calendar days. Scheduled work areas (phasing) are shown in the drawings. The contractor will be working in an operating environment.

B. Contractor must be adequately staffed to complete all construction during contract days allotted.

1.3 CONTRACTOR USE OF PREMISES

A. The Contractor will limit their activities to the areas shown on the drawings.

B. Existing facility operations:

1. The MMAC facility is a 24-hour, 7-day per week operating facility.

2. Coordinate all construction activity with the Contracting Officer’s Representative (COR) so as not to interfere with the functions of the facility.

3. Plan and coordinate so normal facility operations may continue with minimum of disruption or interference.

1.4 COORDINATION AND ON-SITE SUPERVISION

A. The contractor must coordinate scheduling, submittals, and work of the various sections of the specifications to assure efficient and orderly sequence of installation of independent construction elements. The contractor must have a designated supervisor on site during all phases of construction activities. This person must be responsible for ensuring that the provisions of the contract are followed by all contractors.

1.5 FIELD ENGINEERING

Establish elevations, lines and levels and verify the elevations and location of the work conform with Contract Documents or requirements.

1.6 CUTTING AND PATCHING

A. Employ a skilled and experienced installer to perform cutting and patching new work; restore work with new products except as noted.

1.7 SUBMITTAL REQUIREMENTS

A. Submit product data for project materials to the COR for approval.

B. Submit Operation and Maintenance literature for project materials to COR for approval.

Information must include any required maintenance for system operation and listing and source of replacement parts for system.

C. Submit any manufacturer’s warranty information, final system testing certificates and project as-built information after completion of the project.

D. The Contractor must provide the following information on all submittals:

(a) Date

(b) Name of Project

(c) Specification section number and title

(c) Name of Contractor or Subcontractor

(d) Contractor’s stamped approval certifying he checked and coordinated the work of other trades

E. The FAA must have seven (7) working days to review the contractor submittals. Any delay as a result of submittal disapproval and required re-submittal must not be grounds for any contract adjustment. Receive submittal approval prior to starting the work. All materials installed in the work must match the approved submittals. After a submittal has been approved, no substitutions will be permitted without written approval by the COR.

1.8 SHOP DRAWINGS

See project drawings and specifications.

1.9 SAMPLES

See project drawings and specifications.

1.10 CONSTRUCTION PROGRESS SCHEDULE

A. A waterfall type schedule for this construction project must be submitted and readjusted as required for the project.

1.11 QUALITY ASSURANCE-CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions and workmanship, to produce work of a specific quality.

B. Comply fully with manufacturer’s instructions.

C. Comply with specified standards as a minimum quality for the work except were more stringent tolerances, codes, or specific requirements indicate higher standards or more precise workmanship.

1.12 INSPECTION AND TESTING LABORATORY SERVICES

A. The contractor is responsible for providing all testing and inspection as required in specification sections.

B. Submit name of independent laboratory.

1.13 TEMPORARY FACILITIES

See project drawings and specifications.

1.14 BARRIERS AND FENCING

See project drawings and specifications.

1.15 PROTECTION OF NEW WORK

The Contractor must protect new work until accepted by FAA.

1.16 PROTECTION OF EXISTING BUILDINGS AND IMPROVEMENTS

A. Provide dust control as required.

B. Provide water runoff control as indicated on the drawings and in the specifications.

1.17 CONDUCT OF WORK

Maintain area free of waste materials, debris, and rubbish. Maintain site in clean and orderly condition.

1.18 SECURITY

A. Provide list of contractor’s key personnel who will require badged access to COR prior to the notice-to-proceed date. Keep list current during project work.

1.19 WORK HOURS

A. Normal work hours are between 7:00 a.m. and 6:00 p.m., Monday through Friday. The contractor must coordinate work activities outside these hours with the COR.

B. Notify the COR at least 48 hours in advance if Contractor intends to work overtime and one

(1) week in advance prior to weekend or holiday work.

1.20 STARTING SYSTEMS OR EQUIPMENT

A. Provide seven (7) working days notification prior to the start-up of each item.

B. Ensure that each piece of equipment or system is ready for operation.

C. Execute start-up under supervision of responsible person in accordance with manufacturers’ instructions.

D. Submit a written report that equipment or system has been properly installed and is functioning correctly.

1.21 FINAL CLEANING

A. Execute final cleaning prior to final inspection.

B. Clean interior and exterior surfaces exposed to view. Vacuum carpeted and soft surfaces.

C. Clean debris from site.

D. Remove waste and surplus materials, rubbish, and construction facilities from the MMAC property. In accordance with EO 13514, FAA is required to divert from landfill or incineration facility disposal a minimum of 50% of non-hazardous waste generated as a result of its operations. In support of meeting this requirement and to minimize the environmental impact of maintenance activities, the Contractor must divert from landfill or incineration facility disposal a minimum of 50% of non-hazardous waste and 50% of construction and demolition material and debris generated as a result of the Contractor’s work, to the maximum extent feasible. The Contractor must report non-hazardous waste diversion rates on a regular basis.

The Whole Building Design Guide (http://wbdg.org) outlines recommended practices for construction waste and debris removal.

E. Restore all exteriors areas to pre-work conditions. Sod will be used not seed. Contractor is responsible to establish sod by watering.

1.22 PROJECT RECORD DOCUMENT

A. Maintain on site, one set of construction documents to be utilized for record drawings.

B. Record revisions to the work. Record information concurrent with construction progress.

C. Specifications: Legibly mark each item to record actual construction.

D. Record documents and shop drawings. Legibly mark each item to record actual construction.

E. Submit documents to the COR for approval prior to final inspection.

1.23 CODES AND PERMITS

A. Preform all work in accordance with the current edition of International Building Code (IBC), International Plumbing Code (IPC), International Mechanical Code (IMC), International Electric Code (IEC) and other codes referenced the project drawings and specifications.

B. Building permits will be required for this project.

2.0 PRODUCTS AND EXECUTION

2.1 PROJECT DRAWINGS AND SPECIFICATIONS

1. Refer to project drawings and specifications regarding products and execution.

http://wbdg.org/

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