T10.2_SOW__Paving.pdf

09/16/24

Construction Scope of Work

1. Project Title: Laredo WTB Limited Prospectus Paving

2. Project Location: TX8022 Laredo WTB Port of Entry 715 Bob Bullock Loop Laredo, TX 78043

3. Building Hours:

3.1 Property Hours:

3.1.1 Operating hours for this facility are from 7:00 AM to 12:00 AM. Notify Project Manager and Building Manager, at least 72 hours in advance, of any work that may cause disruption during the day. Every attempt must be made to ensure normal building operations are not interrupted.

3.1.2 This work will be performed in the middle of an active roadway during business hours when possible.

3.2 Working Hours:

3.2.1 Project Working hours are anticipated to be 80% Normal operating hours and 20%

Other Than Normal Working Hours.

3.2.2 If work during normal business hours needs to be accomplished the Project

Manager must be notified a minimum of 72 hours in advance.

4. Pre-proposal Meeting & Site Visit: Site visits shall be conducted to allow prospective offerors the opportunity to see onsite conditions. COVID guidance from CDC and local building operation procedures must be adhered to during the Pre-proposal site visit.

4.1 A pre-proposal conference call will be scheduled the day or days prior to the on-site site visit to discuss project scope, contract requirements, etc. in order to minimize the time spent at the site.

5. Purpose: The purpose of this project is the replacement of damaged pavement within high traffic areas of the port so that it doesn’t impede traffic through the port.

6. Points of Contact:

6.1 Contracting Officer:

6.2 Project Manager:

6.3 Property Manager:

6.4 Other:

Rosalva Ramos rosalva.ramos@gsa.gov 956-454-5641

David Cornelison david.cornelison@gsa.gov 817-822-5358

Jose Salazar jose.salazar@gsa.gov 956-286-2193

R7 Security Clearance Coordinators r7clearance@gsa.gov

7. Notice to Proceed:

7.1 The Contracting Officer is the ONLY individual from the Government that can give the contractor a notice to proceed.

7.2 Before any of the work within the scope of the contract is started, the Contractor shall

Docusign Envelope ID: 6ECC9F2C-7998-4123-B535-41D5624A3355

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U.S. General Services Administration

Public Buildings Service Greater Southwest Region confer with the COR (Contracting Officer’s Representative) and agree on a sequence of procedure; means of access to premises and building; delivery of material and use of approaches; use of corridors, stairways, elevators, and similar means of communications;

and the location partitions, eating spaces for Contractor’s employees and the like.

7.3 After a Notice to Proceed is given the Contractor has 14 days to provide a schedule that meets the requirements under Paragraph III.D of the IDIQ Base Contract.

8. Period of Performance: The total period of performance for this task order is 365 days and includes 60 calendar days for required security clearances, pre-work submittals, and material ordering. Actual construction period of performance is 305 calendar days.

8.1 Contractor must initiate the fitness determination process (security clearance) within 10 days of Zone D HSPD-12 instructional email.

8.2 Period of performance is initiated upon the Contracting Officer's release for the Notice to

Proceed.

9. Description of Work: Contractor shall provide all materials, labor, tools, equipment and daily supervision to accomplish tasks as outlined in contract documents. Contractor is also responsible for all necessary safety measures.

9.1 Division 1 General Requirements

9.1.1 Superintendence by Contractor:

9.1.1.1 Per FAR 52.236-6 - At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor.

9.1.2 Work Sequence:

9.1.2.1 General Contractor to coordinate with GSA and Customer Agency for confirmation of work sequence as proposed by the General Contractor.

Contractor will include any required phasing on their project schedule.

9.1.3 Daily and Final clean up - All workspace, staging areas, areas used for moving materials, trash, tools, etc. are to be kept clean at all times. All trash from the day’s work is to be removed and the work site clean and orderly. A final clean of the project area will be performed prior to turning the space back over to the customer agency.

9.1.4 Protection - Contractor is responsible for protection of existing finishes, utilities, etc.

in the facility, and must maintain a separation of work area from adjacent roadways.

Site is to be secured at the end of day. Contractor shall be responsible for the security of the work site.

9.1.5 Abatement/Remediation: - None expected

9.1.6 Red Line Drawings:

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9.1.6.1 General Contractor will maintain a set of hand-marked, current red line contract drawing prints on the job site and update them daily.

9.1.6.2 Upon completion of the project, the General Contractor shall use the Red Line drawings to develop and provide as-built record drawings and shall furnish a complete set of AutoCAD and PDF as-built record drawings to the GSA PM/COR at project close-out.

9.1.6.3 Upon completion of the project, the General Contractor shall furnish one set each of these prints legibly marked to indicate all changes, additions, deletions, etc., from the contract drawings to the M&I Contractor for development of as-built record drawings.

9.1.7 Construction Progress Meetings:

9.1.7.1 Progress Meetings: Progress Meetings shall be conducted at regular intervals as merited by the progress of the Work.

9.1.7.1.1 Contractor shall be responsible for providing an updated agenda, RFI and Submittal Log no later than 24 hours before the Progress Call or Meeting and shall provide Minutes no later than 48 hours after the Progress Call or Meeting. Agenda content and Log format shall be reviewed and approved by the PM.

9.1.7.1.2 Contractor shall be responsible for providing an updated RFI and Submittal Log no later than 24 hours before the Progress Call or Meeting, Log format shall be reviewed and approved by the PM.

9.1.7.1.2.1 Meeting Agenda and Minutes shall be provided by the General Contractor.

9.1.7.1.3 Construction Daily Logs/Reports and Daily Toolbox meetings MUST be completed and conducted every day that work is being performed.

The Daily log must be submitted to the PM/COR daily by the Site Superintendent. Daily Supervision Required.

9.1.7.2 Substantial Completion: One Substantial Completion Meeting shall be held following notification of the Contracting Officer by the General Contractor that the project is Substantially Complete.

9.1.7.3 Final Completion: One Final Completion Meeting shall be held following determination that the project is complete.

9.1.7.4 Meeting Locations: All Construction Progress Meetings shall be held at the construction site unless otherwise noted. Representatives of the General Contractor and the GSA are required to attend.

9.1.8 Use of GSA Project Management Information System:

9.1.8.1 Contractor will provide all project submittals via Kahua.

9.2 Division 2: Existing Conditions

9.2.1 Area of existing pavement is identified on plans

9.3 Division 3: Concrete

9.3.1 See construction documents for areas of roadway to be replaced

9.4 Division 4: Masonry

9.4.1 N/A

9.5 Division 5: Metals

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9.5.1 As identified in the construction documents

9.6 Division 6: Wood, Plastics, and Composites

9.6.1 As identified in the construction documents

9.7 Division 7: Thermal and Moisture Protection

9.7.1 Area or Room XYZ (Continue to add requirements as necessary)

9.8 Division 8: Openings

9.8.1 N/A

9.9 Division 9: Finishes

9.9.1 As identified in the construction documents

9.10 Division 10: Specialties

9.10.1 As identified in the construction documents

9.11 Division 11: Equipment

9.11.1 N/A

9.12 Division 12: Furnishings

9.12.1 N/A

9.13 Division 13: Special Construction

9.13.1 N/A

9.14 Division 14: Conveying Equipment

9.14.1 N/A

9.15 Division 21: Fire Suppression

9.15.1 N/A

9.16 Division 22: Plumbing

9.16.1 N/A

9.17 Division 23: Heating, Ventilation, and Air Conditioning

9.17.1 N/A

9.18 Division 25: Integrated Automation

9.18.1 N/A

9.19 Division 26: Electrical

9.19.1 Reroute underground utilities as necessary if present.

9.20 Division 27: Communications

9.20.1 Reroute underground utilities as necessary if present.

9.21 Division 28: Electronic Safety and Security

9.21.1 Reroute underground utilities as necessary if present.

9.22 Division 31: Earthwork

9.22.1 As identified in the design documents

9.23 Division 32: Exterior Improvements

9.23.1 As identified in the design documents

9.24 Division 33: Utilities

9.24.1 N/A

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10. Options: An option provides an amount proposed by the Contractor and stated on the Proposal

Form for certain work that may be added by the Government to the project Work within a specific time after award of the task order. The amount for an option shall be the net total addition (or deduction) to the task order price to incorporate the option work into the project Work.

Option work shall include miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation, whether or not mentioned as part of the option description.

10.1 Selection: An option must be accepted by the Government within 30 calendar days after award of the task order in order to be included in the project Work. Each option must be accepted by the Government within the time stated in order to be included in the project Work.

10.2 Notification: If an option is accepted, the Contractor shall immediately notify each party involved, in writing.

10.3 Coordination: The Contractor shall adjust affected adjacent work as necessary to completely and fully integrate the accepted option work into the project Work.

10.4 Evaluation: Except when it is determined in accordance with GSAM 536.270-5(a) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

10.5 Options #1 and #2- Include options for 2 additional paving areas identified in the plans.

11. Liquidated Damages: If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $344 for each calendar day of delay until the work is completed or accepted.

12. Sustainability:

12.1 Green Purchasing: incorporated into P100.

12.2 Waste Diversion: Fourteen days from Notice to Proceed, the Contractor shall submit to the

Project Manager an updated Non-Hazardous Solid Waste Management Plan (Attachment 1: Project Waste Management Plan), to include (not limited to):

12.2.1 List of materials Contractor will reuse

12.2.2 List of materials the Contractor will donate and name and address of donation recipient.

12.2.3 List of materials the Contractor will recycle and the name and address of the recycler. If Contractor receives recycling revenue, Contractor shall keep revenue and provide receipt for GSA for reference.

12.2.4 Name and location of solid waste landfill for non-diverted material.

13. Other Requirements:

13.1 Purchase of Equipment

13.2 Building Specific Requirements

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13.2.1 Parking

13.2.2 Building Specific Access Requirements

13.2.3 After-Hours Coordination

13.2.4 Loading Dock Use (During Duty & After-Hours)

13.2.5 Common Area Cleaning

13.2.6 Utility Outages

13.2.7 Hot Work Permits

13.2.8 Key Control

14. Submittals:

14.1 Contractor Licenses

14.2 Submittal Log - List of Submittals

14.3 Critical Path Method Gantt Schedule that accounts for potential impacts.

14.4 Waste Management Plan Submittal: Preconstruction

14.5 Waste Management Plan Submittal: Post Construction

14.6 Green Purchasing items

14.7 Product Cut Sheet(s)

14.8 Material Safety Data Sheet(s) (MSDS)

14.9 Finish Schedule

14.10 Shop Drawings

14.11 Calculations

14.12 Safety Plan

15. Attachments:

15.1 Attachment 1: Project Waste Management Plan

15.2 Attachment 2: Drawings and Specifications

15.3 P-100 Facility Standards for Public Building Service, 2021.

15.4 PBS CAD Standards, March 10, 2021.

16. Closeout Plan:

16.1 Final Punch list complete

16.2 Customer Acceptance

16.3 As Built drawings (CAD) or Red Line Drawings

16.4 Close Out Documents (O&M Manuals, Warranty, Certified payrolls and Release of Claims, Waste Diversion documentation)

16.5 Close out/ Final Completion Meeting

16.6 All Government Furnished Equipment and Property returned including, but not limited to:

GSA PIV cards, Building keys, Government IT equipment, etc.

16.7 SBU/CUI Documentation - Reference Paragraph III.N in base contract

16.7.1 Provide list of all entities to which SBU/CUI is disseminated

16.7.2 Provide notification SBU/CUI has been returned or destroyed

16.8 Final Payment - CO may withhold payment until all Closeout items are received.

END OF SOW

Waste Diversion Plan (Anticipated):

Waste Diversion Report (Final) :

Updated 10/25/2023

The general info in these gray cells replicates onto the Report tabs.

Project Name: Project Manager: David Cornelison Kahua Project # :

Project Short Description: PM email or phone: 817-978-3945 gBUILD Project # :

Building Number: Service Center / Field Office:

Border Servic e

Laredo Field Office

Budget Activity: BA 54 RWA/PA # :

Reuse* Recycle or Compost Donation

Asphalt x 0 0 0 n/a Brick, Masonry, and Tile 0 0 0 n/a Cardboard 0 0 0 n/a Carpet, including Padding 0 0 0 n/a Ceiling tile 0 0 0 n/a Concrete x 0 0 0 n/a Drywall/ sheetrock (unpainted) 0 0 0 n/a Metals x 0 0 0 n/a Painted wood, drywall, or plywood 0 0 0 n/a Reusable items 0 0 0 n/a Roofing 0 0 0 n/a Soil, Rock, Land Clearing Debris x 0 0 0 n/a Wood (unpainted) x 0 0 0 n/a Other: ____________________ 0 0 0 n/a Other: ____________________ 0 0 0 n/a Other: ____________________ 0 0 0 n/a

0 0 0 n/a

Reuse is encouraged. Please list any items such as cabinets, doors, shelves, bricks, framing lumber, siding, fill material, misc. millwork, etc. planned for reuse.

Reuse Onsite

Volume-to-Weight Conversion Factor Reference Table

Sheetrock (drywall), loose: 1 cubic yard = 393.5 lbs

If a hauler reports materials by volume, this table enables conversion to weight, for reporting actual diversion and disposal.

Asphalt paving: 1 cubic yard = 773 lbs Dirt or sand: 1 cubic yard = 929 lbs

Fiberglass insulation, loose: 1 cubic yard = 17 lbsAsphalt or composite roof shingles: 1 cubic yard = 731 lbs

Brick, laid flat: 1 flat square foot = 20 lbs

Brick, loose: 1 cubic yard = 3,200 lbs. (1 cubic foot = 120 lbs)

Project Waste Management Plan Submittal Type:

Replace section of pavement that is failing in a high traffic section of the inbound roadway

Laredo WTB Limited Prospectus Paving Project

Mixed (composite) C&D material: 1 cubic yard = 417 lbs

TX8022 Laredo WTB

Total C&D material weight (Diverted +

Landfilled) (lbs)

Diversion Rate

Anticipated Waste Diversion Plan To be filled out and submitted Pre-Construction, with final Construction Documents

(PM or contractor populates this pink section)

Actual Waste Diversion Report To be submitted during Project Close-Out

(Reports tab figures auto-populate this green section)

Material* (see weight conversion factors below)

Diversion Method Target Diversion Rate for each material, by weight

(Change to actual target(s) as needed) Diverted (lbs) Landfilled (lbs)

50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50% 50%

Total**:

Item Reuse Offsite Off-Site Recipient or Salvage/ Deconstruction Company

*Only non-hazardous materials need to be included in this document. C&D mandates governing GSA exclude hazardous materials such as asbestos or lead-containing paint.

**At substantial completion, the final number of (a) diverted tons, and (b) total non-hazardous C&D material tons must be reported via the ePMXpress Project Detail tab. ePMXpress powers GSA's tracking metrics.

Rock, crushed: 1 cubic yard = 2,570 lbs

Wood: 1 cubic yard = 169 lbs

Ceramic tile, scrap, loose: 1 cubic yard = 1,214 lbs

Concrete: 1 cubic yard = 860 lbs