A04_SOW_(140P6026Q0006).pdf
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- Solicitation number
- 140P6026Q0008
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Project Scope of Work Summary
This is a Project Scope of Work document for the National Park Service detailing the demolition of structures at Wilson's Creek National Battlefield's Campground Springs property in Republic, Missouri (PMIS 324724). The contractor must remove a two-story residential house (approximately 4,000 square feet, built in 1979), two utility poles, one well with permanent abandonment/capping per Missouri DNR guidelines, an associated septic tank, a concrete pad (approximately 13'x18'), and approximately 1,160 linear feet of decorative split rail fence with brick entry pillars. All removed concrete, fill gravel, rock, metal, and debris must be cleared from the site. Remaining utilities deeper than 18 inches below ground level may remain if capped and buried. The contractor must restore the site to natural ground conditions by filling all holes, leveling, grading, and reseeding with clean topsoil and appropriate lawn seed. The work period is 180 calendar days from Notice of Award and must include all supply lead times, material deliveries, and weather considerations.
Required contractor submittals prior to Notice to Proceed include a letter designating a prime contractor Site Superintendent (required on-site during all work), a detailed work schedule with procurement timelines for long-lead items, a comprehensive Schedule of Values breakdown, an Accident Prevention (Safety) Plan compliant with OSHA standards, a list of subcontractors, a Quality Control Plan, a Waste Management Plan, a Demolition Plan, documentation of well-plugging permits/licenses, and recycling material quantities. The contractor must comply with National Park Service regulations and superintendent compendium requirements, conduct operations during standard business hours (7:30 AM–4:15 PM, Monday–Friday) unless approved otherwise, provide portable toilets and temporary utilities at their cost, maintain environmental protection and archaeological oversight, coordinate with a government-provided archaeologist for all ground disturbance, carry liability and workers' compensation insurance, and maintain a one-year warranty on all work with responsibility for refilling and reseeding any settling ground within that period.
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Wilson's Creek National Battlefield
REPUBLIC MISSOURI
Demo of Campground Springs House
PMIS 324724
PROJECT SCOPE OF WORK
NATIONAL PARK SERVICE
2025-03-10
WILSON’S CREEK NATIONAL BATTLEFIELD
SCOPE OF WORK
Div. 1 V. 2023-11-11 Page | 2
TABLE OF CONTENTS
Service General Requirements
1. Location and Description of Work
2. Existing Utilities
3. Contractor’s Use of Premises
4. Commencement, Prosecution, and Completion
5. Examination of Site
6. Abbreviations
7. Accident Prevention
8. Post-award Meeting
9. Submittals
10. Temporary Services
11. Project Closeout
Maps / Photographs
1. Exhibit 1: Campground Springs Site Map
2. Exhibit 2: Campground Springs Structure Map
3. Exhibit 3: Detailed Demolition Instructions
4. Exhibit 4: Detailed Pictures and Description of Each Structure
Page | 3
SECTION 01 10 00
DIVISION 1 SHORT FORM GENERAL REQUIREMENTS
PART 1 – GENERAL
ITEM 1 - DESCRIPTION OF WORK
1.1 Background: Wilson’s Creek National Battlefield acquired the Campground Springs property in
2020. The property has an approximately 4000SQFT home built in 1979, two storage barns, a concrete pad, all surrounded by a PVC Rail fence. It is the intent of Wilson’s Creek National Battlefield to remove the house, concrete pad, and PVC fence.
1.2 Work Covered by the Contract Documents:
A. Project Location: The project location will be located at Wilson’s Creek National Battlefield at Campground Springs address, 6349 State Highway ZZ Republic MO 65738. See exhibits 1 for detailed site map and location.
B. Work consists of: This project includes removal of house, 2 utility poles, permanent well abandoning / capping, removal of associated septic tank, concrete pad, and rail fence. (See exhibits 2, 3 and 4 for structure locations, detailed work descriptions and pictures.) Following removal of structures, any remaining fill gravel, concrete, and brick will be removed. Any exposed Utilities shall be capped and buried at a minimum of 18 in below ground level. Remaining holes shall be filled, leveled, and graded using clean soil with at least a 4-inch top layer of clean topsoil. All fill soil shall be provided by the contractor and inspected and approved by COR before it can be used. Septic tank shall be uncovered, pumped out by contractor, and be and disinfected with lime prior to removal. Soil shall be free of any contaminants, demolition debris, and have no rocks over 4 inches in diameter. New soil shall be compacted to ensure there is no settling or ground erosion. If there is any noticeable settling after one year the contractor shall be required to refill, compact, and reseed in those areas. All groundwork shall present a natural appearance and blend in with existing contour of the ground. Finally, the entire work area shall be reseeded using a seed similar or equal to the current lawn, (and covered in good clean straw. All measurements are estimates and must be field verified by contractor.
Structure #2 contains an existing well. The contractor is required to cap and fill this well in accordance with Department of Natural Resources and the State of Missouri.
Contractor Ensure and provide documentation that hired person has a well or pump installation permit issued by the department. Contractor/ Subcontractor shall remove the pump and any debris. Dig around the casing 2 feet below the surface and cut the casing off. Clean fill material may be used from the bottom of the well to a point 50 feet below the bottom of the casing. Grout is then used from the top of the fill to within 2 feet of the surface, extending into the excavated area at least 1 foot. The remaining 1 foot shall be filled with clay or clay-rich soil. If the casing depth is
Page | 4 unknown, the well must be plugged full length with approved grout. Most common approved grout is sodium bentonite or a cement grout, which is a mix of one 96 lb.
bag of Portland cement with 6 gallons of clean water. Examples of clean fill include pea gravel and varied-size agricultural lime or sand.
There is no indication of lead or asbestos in this project. If found, contractor shall be required to dispose of the lead or asbestos in compliance with federal and state laws.
The work of this contract includes furnishing all labor, equipment, and materials necessary to restore the site to its original ground conditions.
C. All work shall be performed under a single contract.
D. Period of performance: Work shall be completed within 180 calendar days of the notice of award.
a. Clarification: The period of performance shall be all inclusive of supply lead times, material deliveries, decommissioning, installation, anticipated average weather days for location, final commissioning, and acceptance of completed work. The contractor shall provide the required submittals and a project schedule with adequate critical path details to ensure all work is completed within the stated calendar days from Notice of Award. If weather impacts the project beyond typical average weather patterns, contractor shall provide documentation in request for additional days.
1.3 Existing Condition Protections:
A. Preservation of Historical and Archeological Fabric:
i. The Historic and Archeological Data Preservation Act of 1974 provides for the preservation of historical and archeological data that might otherwise be lost as the result of alterations to the terrain caused by a federal or federally licensed activity or program.
ii. If, in connection with operations under this contract, the contractor, subcontractors, or employees of any of them, discovers, encounters or becomes aware of any possible historical or archeological remains or data, objects or sites of cultural value on the project area, such as historical ruins, graves or grave markers, fossils, or artifacts not specifically noted within the contract. The contractor shall immediately suspend all operations in the vicinity and continue work in other areas outside a 50 foot radius of discovery and notify the Contracting Officer immediately. When safe to do so, follow up in writing with photographs within 2 days, giving the location and nature of the findings. No objects of cultural resource value may be removed. Contracting Officer will contact other entities as required.
iii. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance and/or changes in the work. If such delays and/or changes are ordered, the time of performance and contract price shall be adjusted in accordance with Changes clause.
iv. The contractor shall be responsible for protecting the cultural resources within and adjacent to the project area from damage. In addition, the contractor shall be liable
Page | 5 for all damage to the cultural resources caused by their actions or the actions of their agents or representatives. The contractor shall immediately notify the Contracting Officer or their representative if any damage occurs to any cultural resource and immediately suspend work in the area in which damage has occurred until authorized to proceed.
v. The contractor agrees to include this language within any/all subcontracts.
B. The structure or structures involved in this project are not historic.
C. Protection of Landscaping and Surrounding Structures: All Ground Disturbance at this project shall have oversite by an Owner provided Archeologist. Coordinate schedules as required.
The contractor shall take all necessary measures to provide protection for all trees, fencing, walks and other landscape features and surrounding structures near the work site as noted with the contract. Any such surrounding features damaged, scarred or broken as a result of the contractor’s operations at the site outside of agreed upon documented extents, shall be treated, repaired or replaced in kind to the satisfaction of the Contracting Officer at no additional expense to the Government.
ITEM 2 – PROTECTING EXISTING UTILITIES
2.1 Protecting Existing Utilities: Notify Contracting Officer (CO), Contracting Officer’s Representative
(COR), and utility companies as required to request location services prior to and to coordinate any excavation/digging operations, and/or for demolition if within Scope of Work.
2.2 Contractor shall be responsible for locating and preventing damage to known utilities on site or indoors. If contractor damage occurs, alert CO and COR as soon as safely possible, and repair utility at no additional expense to the Government. If damage occurs to an unknown utility, contact CO and COR as soon as safely possible.
2.3 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated below:
A. Notify CO and COR not less than two business days in advance of proposed utility interruptions.
B. Hours for Utility Shutdowns: Shutdowns shall not exceed 2 to 3 hours. Temporary provisions will be needed by the contractor for periods longer than stated allowance or if required for critical systems as determined by COR.
ITEM 3 - CONTRACTOR’S USE OF PREMISES
3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.
https://www.nps.gov/wicr/learn/management/superintendent-s-compendium.htm
A. Communications: Contractor shall provide the Contracting Officer and COR with methods of communications including land and/or cell phone numbers (note some areas of work have
Page | 6 limited-service coverage), email and in case of emergency 24-hour contact options for duration of time operations.
B. No signs or advertisements (except those specified herein and as required for safety) shall be displayed on the work site or within the park unless approved by the Contracting Officer.
C. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.
D. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public. (See Exhibits 1 and 2 for site maps.)
3.2 On-site work hours: Work shall be generally performed during normal business working hours of
7:30 to 4:15., Monday through Friday, except when otherwise indicated. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the COR. Submit requests for work outside of the stated normal business hours to the COR for approval at least 48 hours in advance of the work.
The following Federal holidays are observed by the National Park Service:
New Year’s Day Inauguration Day Martin Luther King, Jr’s Birthday Washington’s Birthday Memorial Day Juneteenth National Independence Day Independence Day Labor Day Columbus Day Veterans Day Thanksgiving Day Christmas Day
Note: Any of the above holidays falling on a Saturday will be observed on the preceding Friday; holidays falling on Sunday will be observed on the following Monday. The specific day that each holiday is recognized for each year can be found at the following site: Federal Holidays (opm.gov).
3.3 Contractor Use of Site:
A. General: Contractor shall have limited use of the site for demolition operations. Limit use of premises to demolition area as shown on site plan. Do not disturb portions of Project site beyond areas in which the Work is indicated. (See Exhibit 1 for site plan.)
B. Driveways and Entrances: Keep driveways, access roads, and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize use of driveways and entrances.
Page | 7
C. Do Not disturb site outside of noted disturbance area, including earthwork, and clearing of vegetation, to:
1. a. 20 feet of structures perimeter
b. Not more than 18 inches below existing foundations.
Contractor shall provide appropriate matts for equipment on turf areas to reduce soil compaction. Contractor shall remediate soil compaction as directed to do so by the COR.
D. Utilities
1. General: Cost or use charges for temporary facilities shall be included in the quoted
Contract Sum as required.
2. Water Service: Water from existing water system is not available for use without metering and without payment of use charges. Provide connections and extensions of services as required for demolition operations without any additional permit costs to the government. Use resources wisely and minimize waste of water.
3. Electric Power Service: Electric power from existing system is not available for use without metering and without payment of use charges. Provide connections and extensions of services as required for demolition operations without any additional permit costs to the government. Power may or may not meet your work power tool requirements, provide generators if questionable. Use power in a resourceful manner and avoid excess power waste.
4. Sanitary Operations:
a. Toilets: Contractor must provide portable toilets for contractor personnel, sufficiently lighted and ventilated toilet facilities in weatherproof, sight proof, handicap accessible (if required), sturdy enclosures with privacy locks. Coordinate with COR for approved location if not shown on attached site plan.
E. Security and Protection facilities:
1. Environmental Protection: Provide protection, operate temporary facilities, and conduct demolition in ways and by methods that comply with state and federal environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.
2. Cleaning of Equipment: The contractor shall ensure that prior to moving on to the Project Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area.
Equipment shall be considered free of soil, seeds, and other debris when a visual inspection does not disclose such material. Disassembly of equipment components or specialized inspection tools are not required.
3. Tree and Plant protection is not required for this project.
4. Hot Work Permit: Not Required
3.4 Storage - Staging Areas:
Page | 8
A. Confine Storage of materials and equipment to the project staging area noted on the plans/aerial. Specific storage units shall be provided by the contractor and exact location within staging area shown in appendix A below may be discussed at the post-award meeting.
All storage units provided by the contractor shall be in a clean and acceptable condition to the COR. Security of the materials and equipment on site is the Contractor’s responsibility.
3.5 Preservation of Natural Features: Contractor shall always protect the existing creeks and streams in the immediate area from pollution and contamination. The existing creek is outside the boundaries of the site plan and will not be used for cleaning of equipment in any means.
3.6 Hauling Restrictions: Contractor shall verify and be responsible for the path accessing the site and obtaining / maintaining all local, state and federal permits/licenses associated with hauling/road requirements and dumping of materials associated with the project.
3.7 Waste Removal, Recycling, and General Housekeeping:
A. Keep project site in a neat, orderly, and safe condition at all times.
1. Contractor is responsible for providing dumpsters for waste and recycling and for removing all waste created by the project. Contractor shall recycle to the highest degree possible and empty dumpsters as necessary to avoid debris on site.
Coordinate with COR for approved dumpster locations prior to commencing work.
2. Dispose of waste materials and recycling legally outside the park. The contractor shall not use park dumpsters.
3. Address Recycling: Government goal is to salvage and recycle as much nonhazardous project waste as possible. Use sustainable methods to the extent possible during this project, recycling material as much as possible within local means. Maintain accurate documentary records for submittal of all recycled materials used including fly ash and slag cement.
4. For all waste and recycling removals offsite, contractor shall provide estimates and/or tickets to quantify material weights and report back to the park, submit to COR for review and record filing.
3.8 Occupancy Requirements for Buildings:
A. Existing Buildings:
1. N/A
B. New /Existing Buildings Unoccupied:
1. N/A
3.9 Photo Documentation:
Page | 9
A. Contractor shall provide existing condition, progress, and completion photos. All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photos as needed. Photos shall be in JPEG digital form and submitted preferably electronically by email or optional via CD-R Archival Gold or DVD-R Archival Gold media with printed labels and 8 mega pixels minimum file size per photo within 7 days from time of taken or as approved by COR.
B. Existing Condition Images:
1. Before starting work, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by work activity/traffic. Include existing items to remain or be salvaged from different vantage points and with context for location identification.
C. Work Progress Images:
1. Document all sub-surface work/ trenches etc. prior to backfill with photos covering enough overall field view to show location and then zoom in for details. (Locations and dimensions shall also be noted on as built drawing set.)
2. Maintain organized index for photos with date, description, etc.
3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.
D. Completion Images:
1. Document all completed work within scope of work.
2. Maintain organized index for photos with date, description, etc..
3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.
3.10 Fire and Life Safety:
A. As a minimum, conduct one weekly 15 minute "toolbox" safety meetings weekly. These meetings shall be conducted by a foreman or supervisor and attended by all demolition personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the COR within one day after the meeting and document the meetings on the daily reports.
B. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations). Take all necessary precautions to prevent fire during work. Provide adequate ventilation during use of volatile or noxious substances.
C. Store and handle hazardous materials in accordance with manufacturers and OSHA
29CFR1926 Subpart D requirements 1926 | Occupational Safety and Health Administration (osha.gov). Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.
1. Immediately report all spills of hazardous materials to the CO, COR, and park.
2. Maintain a spill emergency response kit.
Page | 10
3. Train employees how to respond to a spill and use the emergency response kit.
3.11 Noise and Acoustics Management
A. Contractor shall not have personal radios or other media sources, and they shall not be broadcast within NPS property.
B. Noise Control: Perform operations to minimize noise. Perform noise-producing work in less sensitive hours of the day or week as directed by the COR.
C. Repetitive and/or intermittent, high-level noise: Permitted only during Daytime.
a) Coordinate with COR prior to execution
ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION
4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract.
Contractor shall coordinate and incorporate long lead and delivery time items within the schedule.
ITEM 5 - EXAMINATION OF THE SITE
5.1 All offerors are urged to visit the job site and examine existing conditions before submitting quotes. Contractors are accountable for understanding existing conditions. No cost or time changes for items visible during site visit will be allowed.
ITEM 6 - ABBREVIATIONS
6.1 The list of abbreviations, standards and organizations which may be used in/referred within the
Specifications or Special Provisions, may be found linked from the listed page below. On the home page, follow the link under “Contracting and Procurement” labeled “NPS Reference Standards.” https://www.nps.gov/orgs/1671/do-business-with-us.htm
ITEM 7 - ACCIDENT PREVENTION
7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention program (APP) and providing a safe environment for all personnel and visitors.
7.2 Submittals:
A. Accident Prevention (Safety) Plan (APP): Submit a site-specific accident prevention (safety) plan. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:
1. Name and qualifications of responsible supervisor to carry out the program.
2. First aid and rescue procedures.
3. Training, both initial and continuing.
4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National Park Service personnel, and contractor's employees. Identify the work included under
Page | 11 each phase, with a Job Hazard Analysis (JHA)/Job Safety Analysis (JSA), etc. A sample JHA template may be provided upon request.
5. Planning for possible emergency situations, such as cave-ins, earthquake, explosions, fires, floods, power outages, slides, and windstorms. Such planning shall take into consideration the nature of the work, site conditions, and degree of exposure of persons and property.
6. Contractor to identify nearest location of medical facility for emergencies
7. Recognition that works will be performed in remote areas with limited communication or cell phone coverage if applicable.
8. Supplemental hazard specific plans may be required IAW 29 CFR 1926 or 1910.
B. Meeting and Inspection Reports: Safety Meetings: At a minimum, conduct 15 minute
"toolbox" safety meetings. These meetings shall be conducted by a foreman/site superintendent and attended by all contractor team personnel at the worksite. Submit a report of safety meetings and inspections to COR within one day after the meeting and document the meetings on the daily reports.
7.3 Qualification of Employees:
A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment. Provide operating instructions for all equipment.
B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or any other conditions that may expose themselves or others to injury.
7.4 Accident Reporting: The contractor shall report all accidents to the CO and COR as soon as safely possible and assist the CO and COR and other officials as required in the investigation of the accident.
7.5 First Aid Facilities: Provide access to facilities for the number of employees and appropriate to the hazards associated with the types of ongoing demolition work at the site.
7.6 Emergency Instructions: Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.
7.7 Personal Protective Equipment (PPE): It is the contractor's responsibility to require all those working on or visiting the site to wear necessary protective equipment at all times.
A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to OSHA 29CFR 1926 Subpart E.
B. A hard hat use area shall be designated by the contractor. The hard hat area shall be posted by the contractor in a manner satisfactory to the Contracting Officer.
C. All PPE will be serviceable at all times. At a minimum, maintain 2 sets of PPE including hard hats and all other Accident Prevention Plan required equipment.
Page | 12
7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, functioning within the park to properly cleanup, mitigate and remediate, if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state, and local regulations, and as outlined within the operator's Safety or Hazardous Materials Business Plan.
A. If a spill, leak, or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the local 911 Emergency Response, COR and or the National Park Service Emergency Dispatch.
ITEM 8 – POST-AWARD MEETING
8.1 If the Contracting Officer decides to conduct a post-award meeting, the successful offeror will be notified and will be required to attend. The Contracting Officer’s notification will include specific details regarding the date, time, and location of the meeting, any need for attendance by subcontractors, and information regarding the items to be discussed. See Item 9.1C below.
ITEM 9 - SUBMITTALS
9.1 General Contracting Submittal Procedures:
A. General: Prepare and submit submittals required by individual Technical Specification Sections. Types of submittals are indicated in individual specific sections.
1. CM-16 Transmittal Form: All submittals shall be transmitted via email using National Park
Service form CM-16. The form will be provided by the Contracting Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Submit completed CM-16 forms to the CO and the COR
B. Submittal List: administrative required submittals are listed below in 9.1.C and does not include technical section submittal requirements included in each technical section.
C. Post-award Meeting Submittal: Satisfactory evidence of liability insurance coverage and workman’s compensation, and any applicable bonds, must be submitted within 10 calendar days of Notice of Award. The following items are to be submitted prior to the Post-award meeting or as specified at the CO’s discretion. The timeline for the documents to be submitted will be addressed at the post-award meeting for those items that were not received and approved prior. Notice to Proceed may not be issued, and the Contracting Officer will consider other contractual remedies if not resolved as directed. Work shall not commence until written Notice to Proceed has been issued by the Contracting Officer. Contracting Officer will notify contractor of tentative date for the Post-award meeting. The awardee shall submit the following items and receive approvals before a Notice to Proceed will be issued:
1. Letter designating Project Site Superintendent. Must be a member of the prime contractor, not a subcontractor. The Site Superintendent must be on-site any time work is being performed.
2. Work Schedule. (Must include shop drawings, procurement time including long lead time items, mobilization, trade-work progression and completion at minimum.)
Page | 13
3. A comprehensive breakdown of the Schedule of Values.
4. Accident Prevention (Safety) Plan (see item 7 of this document).
5. A list of Subcontractors for this project.
6. Quality Control Plan.
7. Waste Management Plan. REQUIRED for this project.
8. Demolition plan
9. Recycling materials (pounds or tons) provided at end of project.
10. License/ Permit to plug well.
ITEM 10 – TEMPORARY SERVICES
10.1 It is the contractor’s responsibility to provide temporary services, equipment, tools, and skilled labor as required for the chosen means and methods to perform the work in accomplishing this Contract.
ITEM 11 - PROJECT CLOSEOUT
11.1 Description: The work of this section consists of final cleanup, closeout submittals, final inspection procedures working toward Final Acceptance.
11.2 Cleaning: Remove all tools, equipment, surplus materials, and rubbish. Move attic stock to location coordinated with COR. At time of final inspection, project shall be thoroughly clean and ready for intended use. Inspector holds the right to reschedule if project is not ready for inspection.
11.3 Completion and Final Inspection: Contractor shall submit written certification of project completion and request a final inspection to the COR. The COR will inspect within 10 days of receipt of request or at a mutually agreeable time.
A. If the work is determined to be complete following the final inspection with minor comments, the COR will prepare and provide the contractor a Punch List noting outstanding items to be addressed.
B. If the work is not determined to be complete following the final inspection, the Contracting Officer will notify contractor in writing, stating reasons. Contractor, after completing the work according to the Contract Documents, shall resubmit completion and request a new final inspection.
C. Contractor shall complete the Punch List within 30 calendar days, or a time directed by the
CO.
D. Once contractor completes all items of work on the Punch List and all contractually required items are accepted, Contracting Officer will issue Letter of Final Acceptance of Work and request the final pay application.
E. Disposition of any permits and warranties required by the specifications in this section.
11.4 Final Acceptance of the Work: After all punch list deficiencies have been corrected, a Letter of
Final Acceptance will be issued. A Release of Claims document must be executed and submitted to the Contracting Officer before final payment can occur.
Page | 14
11.5 Warranties
A. Warranty shall be based on date of final acceptance of the work and remain in effect for one year.
B. If there is any noticeable settling of the ground inside of the one-year warranty the contractor is required to refill, compact, and reseed.
END OF SECTION
Page | 15
Exhibit 1: Campground Springs Site Map
Page | 16
Exhibit 2: Structure Map Campground Springs
Page | 17
Exhibit 3: Detailed Demolition Instructions
Item No.
Structure No. Type Work To Be Completed
1 1
House
Building and all retaining walls concrete skirt and sidewalks are to be removed. All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. All above ground electrical lines, 2 electric power poles, and boxes are to be removed. Remaining electrical lines, deeper than 18 inches in depth, may remain and be buried. SepƟc tank is to be removed, and hole filled;
lateral lines may remain in place and buried.
2 2
Well
All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. Remaining electrical/water lines, deeper than 18 inches in depth, may remain and be capped and buried. Well casing, is to be cut 18 inches below ground surface, filled, capped and paperwork filed in accordance with State of Missouri DNR Guidelines.
hƩps://dnr.mo.gov/document-search/abandoned-wells-locaƟng-plugging-reporƟng-pub2900/pub2900
3 3
Concrete Slab
Concrete slab is approximately 13’X18’. All concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state.
4 4
Rail fence
Approximately 1160 liner feet of decoraƟve rail fence with 2 entry brick pillars at entrance. Remove all concrete, fill gravel / rock, metal and debris in this area is to be removed, holes filled, ground leveled and seeded, and restored to natural state. all posts are set in concrete.
Page | 18
Exhibit 4: Detailed Pictures and Description of Each Structure
Structure 1: A two-story house structure with brick and lap siding. This structure measures approximately 48 x 36 feet.
Page | 19
Structure 2: Structure 2 The well is built with concrete cinder blocks and has dirt floor. Measures approximately 5’X5’X5’
Page | 20
Structure 3: A small concrete slab that measures approximately 13x18 feet and 4 inches thick.
Page | 21
Structure 4: Approximately 1160 linear feet of decorative split rail fence. 2 rail high along the front and 3 rail high the rest of perimeter. All posts are set in concrete.
File details come from the government source that posted it. Updated .