SOW (final) Eau Galle Roof Replacment.docx

SCOPE OF WORK

STEEL ROOF INSTALLATION

U.S. ARMY CORPS OF ENGINEERS (USACE)

EAU GALLE PROJECT, SPRING VALLEY, WI

1. GENERAL. The Contractor shall provide all labor, tools, equipment, supervision, labor, transportation and material necessary to perform all operations necessary to removing existing asphalt shingle roofing and installing standing seam hidden fastener steel roofing on 3 building structures.

1.1 SCOPE. This project consists of removing existing asphalt shingle roofing and installing standing seam hidden fastener steel roofing on 3 building structures. Buildings are located in the Highland Ridge Campground and Equestrian Campground located within the Eau Galle Project, Spring Valley, WI. The Eau Galle Project is located adjacent to Spring Valley, WI and approximately 45 miles east of St. Paul, MN. Work will consist of the following: installation of new felt, hidden fastener standing seam steel roofing panels with steel ridge cap, rake trim, hip flashing, closure strips and related materials and hardware as necessary to complete project on all buildings listed.

1.2 SCHEDULE. The Contractor shall provide a work schedule in writing or at least 3 days prior to the physical start date. See FAR 52.211-10 for completion date.

1.3 MEASUREMENTS. The buildings consist of the Highland Ridge Campground Shower Building, Highland Ridge Campground Interpretive Building, and the Equestrian Campground Pump House. The Contractor shall make their own independent measurements to determine quantities of materials necessary to complete this project.

Approximate roof surface area:

· Highland Ridge Campground Shower Building - Total 1,680 square feet

· N2100 Dugan Rd, Spring Valley, WI 54767

· Highland Ridge Campground Interpretive Building - Total 1,225 square feet

· N2100 Dugan Rd, Spring Valley, WI 54767

· Equestrian Campground Pump House - Total 190 square feet

· N1832 Dugan Rd, Spring Valley, WI 54767

1.4 MATERIALS. Hidden fastener standing seam steel roofing panels, minimum 28 gauge galvanized with zinc phosphate coating with a 30-year paint warranty meeting ASTM-A653 Grade 80, 82,000 PSI tensile strength, UL 2218 class 4 hail resistance and UL 580 class 90 wind uplift. Color shall be a shade of brown that matches the existing steel roofs on the Highland Ridge Campground Picnic Shelter and Day Use Picnic Shelters. The Contractor will provide color samples to USACE for final color selection after award and prior to ordering.

1.1 Synthetic underlayment.

1.2 Fastening hardware shall be galvanized with neoprene sealing washer.

1.3 Closure strips as necessary.

1.4 Steel ridge cap and rake trim.

1.5 STEEL ROOFING INSTALLATION. On all buildings remove the existing asphalt shingles and properly remove the materials. After the bare roof is exposed, an initial layer of synthetic underlayment be laid down and fastened to the roof surface. Hidden fastener steel roofing panels, ridge cap, rake trim, hip flashing and closure strips shall be installed as per manufacturer’s specifications. Fastening hardware shall be installed so as not to protrude through the exposed underside of the roof of the of the interpretive building and shower building.

1.6 SUBMITTAL PROCEDURES. The Contractor shall submit all required pre-construction submittals to the Contracting Officer prior to ordering any material or commencing any construction operations. The Contractor shall allow 10 working days for Government review of all submittals. Submittals coded with a “G” in the submittal list shall be submitted for Government Approval (GA). All other submittals shall be submitted to the Government for Information Only (FIO). All submittals shall be submitted in an electronic .pdf format and shall be submitted with a complete USACE Form 4025. All submittals shall be submitted to the Contracting Officer via email. The Contractor shall allow 7 working days for review of any resubmittals which are submitted as the result of the initial submittal being disapproved.

1.6.1 PRE-CONSTRUCTION SUBMITTAL LIST:

ENG Form 6293 Accident Prevention Plan (APP); G Activity Hazard Analysis (AHA); G Submittal Register; G Pre-Project Staging Area and Work Area Survey Report (Photos); FIO Safety Data Sheets, FIO Solid Waste Disposal Facility; FIO Joint Sealant Material; G Joint Sealant Material Color; G Backer Rod Material; FIO Joint Sealant Manufacturer’s Installation Instructions; FIO Color Samples Work Schedule

1.6.2 SUBMITTAL CONTROL. Within 7 calendar days after notice to proceed, the Contractor shall submit to the Contracting Officer for review and approval, a submittal register in electronic format listing and scheduling all items required to be furnished for review by the Government. Primary responsibility for submittals shall rest with the Contractor.

1.7 DEFINITIONS.

1.7.1 Environmental pollution and damage is defined as the presence of chemical, physical or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.7.2 Environmental Protection is defined as the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid chemical, gaseous, and liquid waste; as well as other pollutants.

1.7.3 Contractor Generated Hazardous Waste is defined as material that if abandoned or disposed may meet the definition of hazardous waste. These waste streams would typically consist of materials brought on site by the Contractor to execute work but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners, waste thinners, excess paints, excess solvents, or waste solvent.

1.8 SAFETY. The Contractor shall follow all applicable OSHA, state, and local laws and regulations relating to workplace safety. In addition, the Contractor shall compare OSHA, state, and local laws and regulations to the requirements found in USACE EM 385-1-1 and ensure all activities and operations conform to the most stringent requirement. The USACE Safety Manual, EM 385-1-1, can be found at: https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE%2015%20March%202024.pdf. No separate payment will be made for the work required in this paragraph.

1.9 ACCIDENT PREVENTION PLAN. The Contractor shall prepare the mandatory ENG Form 6293 Accident Prevention Plan (APP) for Government approval. The APP must be site specific. The Government considers the Prime Contractor to be the “controlling authority” for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for non-compliance. The APP must be signed by an officer of the firm (Prime Contractor senior person), the individual preparing the APP, and the on-site superintendent.

1.10 ACTIVITY HAZARD ANALYSIS. Before beginning each activity, task or definable feature of work involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor performing that work activity must prepare an Activity Hazard Analysis (AHA). AHAs shall be signed by the on-site superintendent and the foreman performing the work. Format the AHA in accordance with EM 385-1-1. Submit the AHA for review and approval at least 10 days prior to the start of each activity. The Government reserves the right to require the Contractor to revise and resubmit the AHA if it fails to effectively identify the work sequences, anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented.

1.11 ENVIROMENTAL PROTECTION. The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries shall be protected during the entire duration of this contract. Care shall be taken to avoid damage to building vents, trees, shrubs, turf, fences, or concrete sidewalks adjacent to the buildings. Any damage to environmental features or appurtenant structures shall be repaired at no cost to the Government. The Contractor shall be responsible for any delays resulting in failure to comply with any Federal, State, or Local environmental laws and regulations. No separate payment will be made for work relating to environmental protection. The Contractor is responsible for payment of all fines/fees for violations or non-compliance with Federal, State, regional, and local laws and regulations.

1.12 WORK RESTRICTIONS. The Contractor shall work only during Highland Ridge and Equestrian Campgrounds regular business hours of 0700-1700, Monday through Friday, excluding Federal Holidays. If the Contractor wishes to work outside these hours, a request must be submitted to the Contracting Officer to do so at least 3 working days in advance. The Contractor shall not block all building entrances at once.

1.13 COORDINATION.

1.13.1 OTHER CONTRACTS. The Contractor shall coordinate with any other contractors that may have ongoing work at Highland Ridge and Equestrian Campgrounds.

1.13.2 PHYSICAL LOCATION AND CONTACT INFORMATION. Highland Ridge Campground and Equestrian Campground is located at the following:

Highland Ridge Campground Shower Building - N2100 Dugan Rd, Spring Valley, WI 54767 Highland Ridge Campground Interpretive Building - N2100 Dugan Rd, Spring Valley, WI 54767 Equestrian Campground Pump House - N1832 Dugan Rd, Spring Valley, WI 54767

1.14 MEASUREMENT AND PAYMENT. The payment provided for in the contract shall constitute full compensation for furnishing all materials and for performing all work required under the contract in a complete and acceptable manner. The contract work shall include providing equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, meeting safety requirements, and performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project (whether or not the specific material or operation is indicated) shall be included in the price. The payment provided for in the contract includes compensation for all risk, loss, damage, and expense arising out of the nature of the work or its prosecution, subject to conditions of the contract. Payment for each contract line item will constitute full compensation for furnishing the materials and constructing the work complete in place as specified.

1.15 UNIT PRICE PAYMENT ITEMS. Payment for work of this contract on which the contract unit price payments will be made are listed in the attached SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, equipment, and performing any associated quality control, environmental protection, meeting safety requirements, tests and reports and for performing all work required for each of the unit price items.

1.16 REMOVAL AND REPLACEMENT OF EXISTING ASPHALT ROOF. Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for the removal and replacement of the existing asphalt roof as specified. The removal and replacement of asphalt roof shall be measured in square feet. Access equipment is incidental to this payment item.

1.17 TEMPORARY CONSTRUCTION FACILITIES. Water and electric are available for Contractor use. The facilities include toilets, hand washing facilities, and drinking water.

The Contractor shall haul away any waste or debris generated from the project. The Contractor may use the existing Government water service for use in constructing the project features. The Contractor shall coordinate with the Contracting Officer’s Representative (COR)for hydrant and hose bib locations after contract award. The Government makes no guarantee that the available water pressure will be sufficient for the Contractor’s operation. No Contractor parking will be allowed on the grass. A bulletin board will not be required. A Contractor job trailer and Government field office are not required.

1.18 STAGING AREA. The Contractor can coordinate with the COR for areas available for parking and staging.

1.19 SAFETY DATA SHEETS. In accordance with EM 385-1-1, a copy of the Safety Data Sheets (SDS) and the maximum quantity of each hazardous material to be on site at any given time shall be submitted to the Contracting Officer for information only.

1.20 SOLID WASTES. Solid wastes shall be placed in containers which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off the construction site and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D Resource Conservation and Recovery Act permitted landfill shall be the minimum acceptable off-site solid waste disposal option. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall submit the name and location of the solid waste disposal facility to the Contracting Officer for information only.

1.21 CHEMICALS AND CHEMICAL WASTES. Chemicals shall be dispensed ensuring no spillage to the ground or water. Periodic inspections of dispensing areas to identify leakage and initiate corrective action shall be performed. Chemical waste shall be collected in corrosion resistant, compatible containers. Collection drums shall be monitored and removed to a staging or storage area when contents are within 6 inches of the top. Wastes shall be classified, managed, stored, and disposed in accordance with Federal, State, local laws and regulations.

1.22 CONTRACTOR GENERATED HAZARDOUS WASTES/EXCESS HAZARDOUS MATERIALS. Hazardous wastes are defined in 40 CFR 261 or are as defined by applicable State and local regulations. Hazardous materials are defined in 49 CFR 171 - 178. The Contractor shall, at a minimum, manage and store hazardous waste in compliance with 40 CFR 262. The Contractor shall take sufficient measures to prevent spillage of hazardous and toxic materials during dispensing. The Contractor shall segregate hazardous waste from other materials and wastes, shall protect it from the weather by placing it in a safe covered location, and shall take precautionary measures against accidental spillage. The Contractor shall be responsible for storage, describing, packaging, labeling, marking, and placarding of hazardous waste and hazardous material in accordance with 49 CFR 171 - 178, State, and local laws and regulations. The Contractor shall transport Contractor generated hazardous waste off the construction site in accordance with the Environmental Protection Agency and the Department of Transportation laws and regulations. The Contractor shall dispose of hazardous waste in compliance with Federal, State and local laws and regulations. Spills of hazardous or toxic materials shall be immediately reported to the Contracting Officer. Cleanup and cleanup costs due to spills shall be the Contractor's responsibility. The disposition of Contractor generated hazardous waste, and excess hazardous materials are the Contractor's responsibility.

2 EXECUTION.

2.1 DEMOLITION. The Contractor shall take any necessary precautions to avoid damage to existing items that are to remain in place, to be reused, or to remain the property of the government.

2.2 WORKMANSHIP.

2.2.1 SURFACE PREPARATION. Inspect and repair substrate decking before installation. Ensure the surface is clean, dry, and structurally sound. When installing panels align

2.2.2 PANEL INSTALLATION. Align panels precisely with consistent spacing and straight seams. Use concealed fasteners or clips per manufacturer specs. Avoid overdriving screws to prevent oil-canning or panel distortion.

2.2.3 SEAMING AND FLASHING. Properly seal seams using mechanical or snap-lock methods. Install flashing at valleys, ridges, hips, and penetrations with watertight integrity. Use compatible sealants and avoid mixing dissimilar metals.

2.2.4 TRIM AND ACCESSORIES. Fit ridge caps, rake trims and closures with clean lines and no gaps. Ensure all accessories are installed per design and code.

2.2.5 QUALITY STANDARDS. Follow manufacturer guidelines and local building codes. Meet ASTM and UL standards with wind uplift, water resistance, and thermal movement. Maintain uniform appearance and avoid visible defects like buckling or uneven seems.

2.2.6 FINAL INSPECTION AND CLEANUP. Conduct walk-through to verify workmanship, touch up scratches, and correct deficiencies. All scrap or excess materials including wood, metal, shingles, and hardware shall be picked up by the Contractor and removed from the Eau Galle Project. Magnetic pickup tools shall be utilized to retrieve nails, screws and metal pieces.