Attachment 1. Statement of Work.pdf
PDF 185 KB Posted
- Attached to
- NRA Historic Barracks Buildings Reroofing
- Solicitation number
- 127EAW24R0002
- Issued by
-
Department of Agriculture Forest Service
About this file
This statement of work describes a roof replacement project for two historic barracks buildings located at a Forest Service ranger station. The contractor will remove and replace the existing roof materials on the approximately 5,100 square foot buildings, including underlayment, flashing, roof jacks, gutters, downspouts, and Brava Synthetic Cedar Shake roofing. The work must be completed according to preservation standards and within 60 calendar days.
The solicitation requests bids for contract number 127EAW24R0002 to reroof the two barracks buildings. The estimated value is between $100,000 and $250,000, and it is a total small business set aside. Questions are due by February 8, 2024. The selected contractor must have experience working on and preserving historic buildings, as well as installing composite shake roofing. The statement of work provides requirements for contractor personnel, safety, submittals, materials, labor standards, and performance periods.
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Text version
US Department of Agriculture (USDA)
Statement of Work
NRA Historic Barracks Reroofing Project 10600 Hwy 199 N
Gasquet CA. 95543
Contents General Information
1.0 Scope of Work
2.0 Background
3.0 Technical Requirements / Tasks
4.0 Government Furnished
5.0 Preferred Materials
6.0 Contractor’s Key Personnel
7.0 Subcontractors
8.0 Security Requirements
9.0 Site Safety
10.0 Submittals
11.0 Buy American Act
12.0 Labor Standards
13.0 Performance of Work by the Contractor
14.0 Request for Information (RFIs)
15.0 Contract Modifications
16.0 Progress Schedule
17.0 Additional Issues
18.0 Hours of Operation and Period of Performance
Project NRA Ranger Station Barracks Reroofing Project 10600 Hwy 199 N Gasquet CA. 95543
General Information
1.0 Scope of Work
The Contractor shall furnish all labor, supervision, equipment, transportation, and materials to replace the existing roofing of Forest Service Buildings, #1000 Men’s Barracks and #1001 Women’s Barracks Located at 10600 Hwy 199 N, Gasquet California, 95543. The roof of building #1000 Men’s Barracks is approximately 3500 sq ft and the roof of building #1001 Women’s Barracks is approximately 1600 sq ft. The work shall include the removal and replacement of the existing roof materials, flashing, roof jacks, gutters, and downspouts, etc. The scope of work includes but is not limited to the installation of roof underlayment, flashings, roof jacks, ridge cap, attic vents, BRAVA Cedar Shake Composite Roofing, gutters, and downspouts. The Contractor shall verify all existing conditions of the roof to include sheathing and support framing prior to the beginning of work. If it is determined that the sheathing or any roof supporting structure needs to be replaced, the contractor will remove damaged roofing and support framing and replace with in kind materials. The Contractor should carefully review all sections of the Scope of Work (SOW) to completely understand the work and all constraints including schedule, and material requirements.
The Contractor is encouraged to proceed in an orderly and expeditious manner according to a construction schedule developed by the Contractor and mutually agreed upon with the Forest Service prior to the commencement of the work.
All work is to be constructed in strict accordance with the plans and specifications and subject to the terms and conditions of the contract.
1.1 Site Visit
There will be no pre-bid site visit, however it is strongly advised that the Contractor thoroughly investigate the site to determine the full extent of the work and the quantities of materials needed. Failure to conduct a site inspection does not provide a basis for claims following the awarding of a contract. To make an appointment for a site visit contact Jerry McCluskey on the Six Rivers National Forest at (707) 672-3217.
2.0 Background
This project proposes to address and alleviate serious deficiencies in the existing roofing and rehabilitation needs for two (2) contributing buildings of the Gasquet Ranger Station Historic District. The Gasquet Ranger Station Historic District is situated on a river terrace of the Wild & Scenic Smith River in the Gasquet Ranger District of the Six Rivers National Forest.
The two buildings, erected between 1934 and 1938, were built by the Gasquet Camp of the Civilian Conservation Corp and are constructed from old growth fir or cedar originating from northern California or southern Oregon. The buildings were constructed as residential (c.1938) for Forest Service employees. The overall design is the Forest Service rustic architecture common to region 5 and region 6. Design elements common to this building, and others within the same compound, include simple gabled structures with shiplap or clapboard siding, fixed or sash style windows, dormers, and the traditional northwestern Lone Pine stencil cut of the CCC, often placed within the apex of a gabled peak or on fixed decorative shutters. Overall, the fenestrations are symmetrical and simple, echoing the regional vernacular style from the early 20th century.
The buildings are suffering on-going water-damage due to failed roofing materials and leakage around the apertures.
Project treatments propose to rehabilitate roofing materials to reflect the historical value of the original construction.
The methods proposed will enable the continued adaptive reuse of these structures by the agency while enhancing and preserving their historic character. The rehabilitation and restoration methods chosen for project implementation will be guided by several documents including The Secretary of the Interiors (SOI) Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings and the Secretary of the Interiors (SOI) Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring, & Reconstructing Historic Buildings.
In addition, all proposed activities fall within the Standard Resource Protection Measures (SPRM’s) as outlined in the Programmatic Agreement among the U.S.D.A., Forest Service, Pacific Southwest Region (Region 5), California State
Historic Preservation Officer, Nevada State Historic Preservation Officer, and the Advisory Council on Historic Preservation Regarding the Processes for Compliance with Section 106 of the National Historic Preservation Act for Management of Historic properties by the National Forests of the Pacific Southwest Region, Class III: Historic Structure Treatments (PA), The SOI Standards, and SOI Treatment Guidelines.
The Programmatic Agreement outlines a priority process for the identification and preservation of historic properties on federal lands. Federal agencies are charged with adhering to the following process for historic structures:
1. Identify, retain, and preserve historic materials and features
2. Protect and maintain historic features
3. Repair historic materials and features
4. Replace deteriorated historic materials and features
3.0 Technical Requirements / Tasks
The Contractor shall hold a valid general building or roofing contracting license in good standing for not less than the past 3 years. If subcontractors are used the subcontractor shall also hold a valid general building or roofing contracting license in good standing for not less than the past 3 years. The contractor must have experience working on and preserving historic buildings and at least 3 years’ experience in installing Composite Shake Roofing.
The contractor will be responsible for providing portable toilet facilities for their workers. Except as specifically noted, provide, and pay for: Labor, materials, equipment, tools, machinery, portable toilet facilities, phone and utilities required for construction. All other facilities and services necessary for proper execution and completion of work. Pay legally required sales, consumer and use taxes. Give required notices. Comply with International Building Codes chapter 15 section 1511.3 and California Building codes Title 24, ordinances, rules, regulations, orders, and other legal requirements of public authorities which bear on performance of the work.
Standards and Codes Applicable Standards and Codes:
International Building code (IBC) Sections 1507.8 & 1507.9 International Residential Code (IRC) Sections R905.7 & R905.8
4.0 Government Furnished
Water and Electrical Power will be provided.
5.0 Preferred Materials
Brava Synthetic Cedar Shake Roofing
5.1 Substitutions
Contracting Officer's approval required:
The Contract is based on the materials, equipment, and methods described in the Contract Documents. The Contracting Officer will consider proposals for substitution of materials, equipment, and methods only when such proposals are accompanied by full and complete technical data and all other information required by the Contracting Officer to evaluate the proposed substitution.
Do not substitute materials, equipment, or methods unless such substitution has been specifically approved for this work by the Contracting Officer. "Or equal": Where the phrase "or equal" occurs in the Contract Documents, do not assume that material, equipment, or methods will be approved as equal by the Contracting Officer unless the item has been specifically approved for this work by the Contracting Officer. The decision of the Contracting Officer shall be final.
Availability of specified items: Verify prior to bidding that all specified items will be available in time for installation during orderly and timely progress of the work. In the event specified item or items will not be available, so notify the Contracting Officer prior to receipt of proposals. Costs of delays because of non-availability of specified items, which such delays could have been avoided by the Contractor, shall be the responsibility of the Contractor.
6.0 Contractor’s Key Personnel
Provide the below names and contact phone number / email for all individuals. Information shall be kept current throughout the contract.
• Project Manager
• Project Superintendent
• Quality Control Manager
• Project Safety Manager
• After-Hours Emergency Contact
• Signature Authority for Contract Mod
7.0 Subcontractors
Contractor shall submit a list of subcontractors and their subs to the Contracting Officer and COR, indicating name of firm(s), address(es), responsible person. The prime contractor is responsible for project coordination with subcontractors and the Government by anticipating work requirements. The Contracting Officer/COR will have no direct dealings with subcontractors. The Government views the contract as a whole and will not recognize subcontractors in dealing on contractual issues. Submit list of subcontractors and SF1413’s to the Contracting Officer after contract award.
Prime contractor shall be responsible for reviewing and correcting all proposals offered by subcontractors in support of proposed contract modifications prior to submission to the Contracting Officer.
8.0 Security Requirements
The contractor is responsible for the job site and any materials stored on site; take proper measures to ensure materials are secured; responsible for any loss or damage to contractor materials, equipment, or government property in custody of contractor. Any loss or damage should be reported to Contraction Officer or their representative.
9.0 Site Safety
The contractor is responsible for the safety of the job site and all employees on the site and is required to follow all safety specifications in the contract. All personnel on site must have proper personnel protective equipment. Other protective equipment such as, fall protection, safety goggles, ear protection, and respirators, etc. will be used as required. Failure to use proper safety equipment may result in personnel being asked to leave the job site. The contractor is responsible for proper sanitary conveniences on site. They shall be cleaned and maintained on a regularly scheduled basis.
The contractor is responsible to formally report all recordable occupational injury or illness within six days and contact appropriate personnel immediately. The contractor is responsible to formally report all serious injuries (loss of eye, loss of limb, death, hospitalization, etc.) within eight hours. The contractor is also responsible to report all first aid cases and any accident resulting in more than $250 damage to the Contracting Officer/COR.
10.0 Submittals
Submittals are required in accordance with the contract. Forward a complete submittal log, with submission dates, to the Contracting Officer and COR. Number and indicate specification section on each submittal. Mark items in catalog cuts denoting both reference specification paragraph number and item being provided. Submittals must be submitted in a timely manner to allow review time. No work should be performed without related approved submittals or shop drawings. The contractor must have copies of all submittals, shop drawings, specifications with amendments and current drawings with red lines on site always. Send submittals and shop drawings via Email to the COR with a courtesy copy to the Contracting Officer. If any samples are required by the submittal, submit one set of physical samples to the COR, and follow up with photographs documenting what was submitted. Final approval of the submittals shall come from the CO or assigned COR.
11.0 Buy American Act
The Buy American Act restricts the purchase of non-domestic supplies and applies to this contract. All materials used on this project must be domestic. Any foreign materials discovered will be disapproved and rejected.
12.0 Labor Standards
This project is under the Davis-Bacon Act. In accordance with the clause, the wages and poster will be posted in a conspicuous and easily accessed area at the job site. The Contractor shall use classifications listed in the contract or, when necessary, submit Request for Authorization of Additional Classification and Rate.
13.0 Performance of Work by the Contractor
Per FAR 52.236-1: The Contractor shall perform on the site, and with its own organization, work equivalent to at least 25% percent of the total amount of work to be performed under the contract.
14.0 Request for Information (RFIs)
All technical questions shall be submitted in writing and numbered RFI-1, RFI-2 etc. and sent electronically to the COR with a copy to the contracting officer. Contractor should reference all the applicable documents such as specification section, drawing number, submittal, etc. on the request and if applicable suggested solutions and/or interpretations.
Contractor should include the date when the response is required to avoid any delays or additional costs.
Changes to the contract: If the response to an RFI requires a modification to the contract, the direction to proceed with the change will be given by the modification. DO NOT proceed on an RFI response that is a change to the contract until a formal modification has been issued. The contractor shall keep an updated log of all RFI’S.
15.0 Contract Modifications
Modifications may be initiated by either the Contracting Officer or the Contractor. All proposals shall be submitted to the Contracting Officer, in writing, in accordance with the FAR Changes Clause, 52.243-1. Include all items with associated costs and justification for any time. Time justification should include a copy of the approved schedule showing impact on the critical path. After receipt of proposal, the Contracting officer shall schedule negotiations. The contractor’s representative at negotiations must have the authority to agree on behalf of the company.
16.0 Progress Schedule
The contractor shall submit a project schedule to the Contracting Officer and COR within 10 days of the date of contract award. Each phase shall be outlined in the schedule. NO WORK WILL BE PERFORMED UNTIL A SCHEDULE IS APPROVED.
The contractor is required to update the schedule monthly. Failure to do so may result in retention from progress payments or rejection of monthly invoices.
17.0 Additional Issues
Contractor staging area – To be determined.
Project Meetings – Meetings will be held on as needed or requested by the USFS or contractor.
There has not been any testing for asbestos or lead for the existing roofs. The existing roofs were installed in the year 2016 with composition shingles and because of this, it is considered there in no lead or asbestos in the roofing materials.
18.0 Hours of Operation and Period of Performance
Monday through Friday from 0800 – 1600 Weekends and holidays must have prior approval from the CO.
The period of performance is 60 calendar days.
| General Information |
| 1.0 Scope of Work |
| 2.0 Background |
| 3.0 Technical Requirements / Tasks |
| 4.0 Government Furnished |
| 5.0 Preferred Materials |
| 6.0 Contractor’s Key Personnel |
| 7.0 Subcontractors |
| 8.0 Security Requirements |
| 9.0 Site Safety |
| 10.0 Submittals |
| 11.0 Buy American Act |
| 12.0 Labor Standards |
| 13.0 Performance of Work by the Contractor |
| 14.0 Request for Information (RFIs) |
| 15.0 Contract Modifications |
| 16.0 Progress Schedule |
| 17.0 Additional Issues |
| 18.0 Hours of Operation and Period of Performance |
File details come from the government source that posted it. Updated .