B08_Attachment_1_-_SOW_.pdf
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- Attached to
- RESURFACE UD PARKING AREAS / ENTRANCE
- Solicitation number
- 140P6224Q0019
About this file
This document is a Statement of Work (SOW) for a federal contract opportunity to resurface the gravel access roads and parking lots in the Buffalo National River area near Jasper, Arkansas.
The work consists of grading, applying, and compacting 6 inches of SB2 gravel to the road surfaces and parking areas at four separate locations: Hasty, Carver, Ponca, and Centerpoint. The total area to be resurfaced includes approximately 2,740 linear feet of road and 880 square yards of parking. The contractor will be responsible for all materials, equipment, and labor to complete the work within 90 calendar days of the Notice to Proceed, with some flexibility for weather delays. The contract will be awarded as a single firm-fixed-price contract. Site visits are recommended, and the contractor must follow all National Park Service rules and regulations during construction.
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Other files
| File | Type | Posted |
|---|---|---|
| Sol_140P6224Q0019_Amd_0001.pdf | ||
| B08_Attachment_6_-_Limitations_on_Subcontracting_Report.xlsx | XLSX spreadsheet | |
| B08_Attachment_3_-_Technical_Questionnaire.docx | DOCX document | |
| Sol_140P6224Q0019.pdf | ||
| B08_Attachment_5_-_Pricing_Schedule.xlsx | XLSX spreadsheet | |
| B08_Attachment_4_-_PPQ.doc | DOC document | |
| B08_Attachment_2_-_Wage_Determination.pdf |
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Div. 1 V. 2023-11-11 Page | 1
Buffalo National River
Harrison, AR 72601
Resurface Upper District Parking Areas / Entrance Roads
PMIS 308855
PROJECT SPECIFICATIONS
NATIONAL PARK SERVICE
4/10/2024
Page | 2
TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
Section 01 10 00 - Division 01 Short Form General Requirements
DRAWINGS (Or PHOTOGRAPHS)
Attachment 1 – Hasty Parking / Access Road
Attachment 2 - Carver Parking / Access Road
Attachment 3 – Ponca Parking / Access Road
Attachment 4 – Centerpoint Parking / Access Road
Page | 3
SECTION 01 10 00
DIVISION 1 SHORT FORM GENERAL REQUIREMENTS
PART 1 – GENERAL
ITEM 1 - DESCRIPTION OF WORK
1.1 Background:
A. This project will resurface the access roads to Buffalo River public access points including the parking areas at each. This will ensure public can access the river safely.
1.2 Work Covered by the Contract Documents:
Project Location: The Statement of Work (SOW) outlines tasks to perform road grading of gravel/dirt road surfaces within Buffalo National River. The roads primarily consist of a clay base with remnants of SB2 gravel. The roads have minimum base material remaining to recover due to traffic and storm washout. The project will install 6 inches of compacted SB2 base materials to all areas. The local supplier for this gravel is APAC Central in Harrison AR.
The roads and parking areas are in four Separate areas primarily near Jasper, AR. See Attachment 1-4 for locations within the park.
Hasty - The road/parking area is located approximately 25 miles south of Harrison, AR off Hwy 123. The road work will be performed from the edge of Hwy 123 where it meets the gravel road including the radius areas adjoining the road to the end of the parking area. The area to be graveled will match the existing road and parking areas. The road is approximately 20’ Wide and 420’ long. The parking area is approximately 75’ wide and 275’ long. (See Attachment 1 for road map)
Carver - The road/parking area is located approximately 25 miles south of Harrison, AR off Hwy 123. The road work will be performed from the edge of Hwy 123 where it meets the gravel road including the radius areas adjoining the road to the end of the parking area. The area to be graveled will match the existing road and parking areas. The road is approximately 16’ Wide and 700’ long. The main parking area is approximately 95’ wide and 130’ long. The restroom parking area is approximately 50’ wide and 50’ long. (See Attachment 2 for road map)
Ponca - The road/parking area is located approximately 26 miles south of Harrison, AR off Hwy 43. The road work will be performed from the edge of Hwy 43 where it meets the gravel road including the radius areas adjoining the road to the end of the parking area. The area to be graveled will match the existing road and parking areas. The road is approximately 20’ Wide and 1500’ long. The parking area is approximately 80’ wide and 230’ long. (See Attachment 3 for road map)
Centerpoint - The road/parking area is located approximately 23 miles south of Harrison, AR off Hwy 43. The road work will be performed from the edge of Hwy 43 where it meets the gravel road including the radius areas adjoining the road to the end of the parking area. The area to be graveled will match the existing road and parking areas. The road is approximately 16’ Wide and 120’ long. The parking area is approximately 60’ wide and 120’ long. (See Attachment 4 for road map)
Page | 4
Work consists of: The contractor will be responsible for grading, applying, and rolling gravel road surfaces. The contractor will apply 6 inches of SB2 gravel to each road/parking lot surface. All materials will be hauled and rolled in place by the contractor. The contractor will furnish all personnel, equipment, tools, materials, supervision, and other services necessary to complete all required work associated with road grading/resurfacing.
The contractor will be responsible for the following task at each location:
All ditches shall be pulled and re-established.
All ruts, potholes and corrugations, shall be removed from the roadbed by scarifying or other approved method.
All aggregate and other suitable material located on or in fill slopes, berms, ditch in slopes and/or ditch bottoms, shall be reclaimed and spread on the roadbed.
When grading, a minimum of two passes shall be made. In areas where the road is in very bad condition or in areas of significant rutting, additional passes may be required.
All aggregate and suitable material(s) acquired from performing (a), (b), (c) shall be uniformly mixed and distributed over the entire roadbed. This material shall be worked until a proper cross slope is established so that water cannot collect or pond on the surface.
All existing drainage dips, swales and other obvious drainage structures in the roadbed, shall be maintained to control surface drainage. The finished road surface will have a cross sloped that meets minimum Federal Highway and Transportation Department standards.
All road surfaces will receive a minimum of 6 inches of SB2 road base gravel (gravel size 1 ½ and smaller mixed with crusher dust) for a final driving surface after final compaction of base material. The 6 inches will be after roller compaction. The SB2 will be watered and rolled using a large asphalt roller or approved alternatives.
The road surfaces require 6 inches of new material hauled to site and applied at all locations. Material reclaimed during grading operations will not be considered new material.
All work will be performed under a single contract.
1.3 Period of performance: Work shall be completed within 90 calendar days of the start date provided on the Notice to Proceed. Exception will be considered if Notice of Proceed falls under heavy visitor traffic season between Sept 30 and Oct. 31.
Clarification: The Notice to Proceed will be issued with a period of performance that is 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 will be expected to provide a project schedule with adequate critical path details to ensure all work is completed within the stated calendar days from issuance of the Notice to Proceed. If weather impacts project beyond typical average weather patterns, contractor shall provide documentation in request for additional days.
1.4 Existing Condition Protections:
A. Preservation of Historical and Archeological Fabric: N/A
Page | 5
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.
Laws & Policies - Buffalo National River (U.S. National Park Service) (nps.gov)
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 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 construction 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. All areas are heavy visitor use areas during summer and early fall. The contractor will be allowed to temporarily shut down individual areas to complete work. The contractor must notify the COR at least 3 day’s notice to COR.
3.2 On-site work hours: Work shall be generally performed during normal business working hours of
8 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated.
Page | 6
A. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the CO and COR. Submit requests for work outside of the stated normal business hours to the CO and 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 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
B. 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 construction operations. Limit use of premises to construction area as shown on site plan the contractor will be limited to the road prisms shown on attachments 1 thru 4. Contractor may utilize parking areas and pull-offs to for equipment parking overnight. The contractor is responsible to secure their equipment and are liable for any and all damages. Do not disturb portions of Project site beyond areas in which the Work is indicated.
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.
1. Do Not disturb site outside of noted disturbance area, including earthwork and clearing of vegetation, to: Contractor must stay within the ditch corridor on both sides of the road.
No disturbance will be allowed more than three feet outside the road edge.
C. Utilities
1. General: Cost or use charges for temporary facilities shall be included in the Contract
Sum as required.
2. Water Service: Water from existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as
Page | 7 required for construction operations without any additional permit costs. Use resources wisely and minimize waste of water. Water Service cannot be used to fill water trucks due to most areas operating off wells. The contractor will not be able to utilize river to pump water. All water used for material compaction must be sourced outside of the park.
3. Electric Power Service: Electric power from existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations without any additional permit costs. Power may or may not meet your construction power tool requirements, provide generators if questionable. Use power in a resourceful manner and avoid excess power waste.
4. Waste Operation:
a. Toilets: Contractor can utilize onsite restroom facilities at all locations until completion of the project. The Centerpoint parking area does not have restroom facilities and a portable unit may be used at this location.
b. Waste Removal / Recycling: Contractor is responsible 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. Locate as shown on site plan or coordinated with COR.
D. Security and Protection facilities:
1. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction 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: N/A.
4. Pest Control: Follow best practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at project completion. Perform control operations lawfully, using environmentally safe materials.
5. Temporary Enclosures: N/A
6. Site Enclosure Fence: N/
7. Hot Work Permit: N/A
3.4 Preservation of Natural Features: N/A.
3.5 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.
Page | 8
3.6 Housekeeping:
A. Keep project neat, orderly, and in a safe condition at all times.
1. Dispose of waste materials and recycling legally outside the park. The contractor shall not use park dumpsters
2. Address Recycling: Government goal is to salvage and recycle as much nonhazardous construction waste as possible. Use sustainable methods to extent possible during this project, recycling material as is probable with local means. Maintain accurate documentary records for submittal of all recycled materials used including fly ash and slag cement.
3.7 Photo Documentation:
A. Contractor must 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 photo as needed. 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 within 7 days from time of taken or as approved by COR.
B. Existing Condition Images:
1. Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic. Include existing items to remain or be salvaged from different vantage points and with context for location identification.
C. Construction 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.
3.8 Fire and Life Safety:
B. As a minimum, conduct one weekly 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the
Page | 9 worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the CO and COR within one day after the meeting and document the meetings on the daily reports.
C. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations). Take all necessary precautions to prevent fire during construction. Provide adequate ventilation during use of volatile or noxious substances.
D. 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.
3. Train employees how to respond to a spill and use the emergency response kit.
3.9 Noise and Acoustics Management
A. Contractor shall not have personal radios or other media sources and they shall not be broadcast within NPS property.
a. Repetitive and/or intermittent, high-level noise: N/A
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 bidders are urged to visit the job site and examine existing conditions before submitting bids.
Contractors will be accountable for understanding existing conditions. No cost 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
Construction 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:
Page | 10
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 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, Contact MROCC emergency dispatch 1-888- 692-1162 such as cave-ins, earthquake, explosions, fires, floods, power outages, slides, and windstorms. Such planning shall take into consideration the nature of construction, 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: As a minimum, conduct 15 minute
"toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite. Submit a report of safety meetings and inspections to CO and 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 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 construction 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.
Page | 11
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 PPE including hard hats for all contractor personnel on site and all other Accident Prevention Plan required equipment.
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 - PRECONSTRUCTION CONFERENCE
8.1 If the Contracting Officer decides to conduct a preconstruction conference, 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 conference, 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 electronic email using
National Park Service form CM-16 form. 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. Preconstruction Conference 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 Preconstruction Conference or as specified at the CO’s discretion. The timeline for the documents to be submitted will be addressed at the pre-construction conference for those items that were not received and approved prior. Notice to Proceed may not be issued, and
Page | 12 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. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference:
1. Letter designating Project Superintendent.
2. Construction Schedule. (Must include shop drawings, procurement time including long lead time items, mobilization, trade work progression and completion at minimum.)
3. A comprehensive breakdown of the Schedule of Values.
4. Accident Prevention (Safety) Plan (see section 7 of this document).
5. A list of Subcontractors for this project.
6. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).
7. Quality Control Plan.
9.2 Project Submittal Process (Shop Drawings, Product Data, and Samples): Contracting Officer will provide sample cover sheet and a list of required submittals is included in each technical specification or attached at the end of this document.
A. Shop Drawings: Indicate all coordinating materials and work impacting the installation coordination, connection details, anchorage requirements, hardware locations, and installation details and locations.
1. Submit Shop Drawings according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and two full size hardcopy documents to COR.
B. Product Data: Provide component construction and specification data sheets, anchorage requirements and any other product specific data.
1. Submit Product Data according to Part 9.1 of this section to include one digital file (.PDF or .TIF) to COR.
C. Samples: Submit 2 color samples 4” x 6” minimum in size for all product color selections.
Paint samples shall be actual paint finish drawdown for all project colors.
1. Submit Samples CM-16 Transmittal Form according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and physical samples of actual material to COR.
D. For submittals specified above, forward submittals to Contracting Officer and COR at least 15 days before need for approval (depends on length of project).
E. After approving submittals, Contracting Officer and/or COR will return one copy to the
Contractor. If submittals are not approved, Contracting Officer will return all copies to Contractor with reasons for rejection. Resubmit, identifying changes. Any work done before approval shall be at Contractor's own risk.
9.3 Approved Equals: All brand names noted are subject to ‘or equal’ products. If an item in this solicitation is identified as “brand name or equal” or lists more than 1 manufacturer, the description of the proposed item must reflect the characteristics and level of quality that will satisfy the Government’s needs as demonstrated by the salient physical, functional, or
Page | 13 performance characteristics that “equal” products must meet and/or exceed that as specified in the solicitation or relevant specification. Contractor shall incorporate and be responsible for all collateral costs due to the or equal proposed as required to provide a complete project.
A. For each item proposed as an “approved equal,” submit supporting data, including:
1. Drawings and samples as appropriate.
2. Comparison of the characteristics of the proposed item with that specified and with the salient characteristics provided.
3. Changes required in other elements of the work because of the substitution.
4. Name, address, and telephone number of vendor.
5. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists.
Describe availability of maintenance service, and state source of replacement materials.
B. A request for approval constitutes a representation that General Contractor:
1. Has investigated and shall provide documentation in request showing that the proposed item is equal or superior in all respects to the salient characteristics specified.
2. Will meet or exceed warranties for the proposed item specified.
3. Has determined that the proposed item is compatible with interfacing items.
4. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.
5. Waives all claims for additional expenses that may be incurred as a result of the substitution.
C. Approved Equals will be evaluated and approved/disapproved during the submittal process.
9.4 Schedule of Values: Submit the Schedule of Values a minimum of one week prior to the
Preconstruction Conference for COR review. Schedule of Values shall include defined work line items with cost break downs including labor, material, and equipment for COR approval.
9.5 Progress Reporting: The initial Construction Schedule and Schedule of Values are required a minimum of one week prior to the Preconstruction Conference. After the Notice to Proceed is issued and after on-site work begins, progress will be documented via daily logs and by providing an updated Construction Schedule and Schedule of Values when requested, but minimally with each pay application. Submit digital copy electronically (PDF preferred) of all required documents.
Construction Schedules are normally in bar chart form and indicate estimated starting and completion dates for each part of the work. For a pay application to be reviewed and processed in a timely manner, the following information must either be submitted prior to or accompany submission of the pay application:
A. Daily/weekly progress reports during construction as part of the administration process.
B. Updated Schedule of Values: Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The Schedule of Values will form the basis for payment. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall
Page | 14 equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. A sample Schedule of Values format may be provided upon request.
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 Contracting Officer and COR. The Contracting Officer or designee will make an inspection 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. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.
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. If the Contractor fails to complete the work within the time frame, the Contracting Officer may correct the work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with the Inspection of Construction contract clause.
F. Disposition of any permits and warranties required by the specifications in this section.
Page | 15
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.
11.5 Warranties
A. Construction Warranty shall be based on date of final acceptance of the work and remain in effect for one year.
B. Provide all manufacturer warranty information of products installed organized by Division. All contact information, extent of coverage and conditions shall be clearly noted as well as date of overall final acceptance.
C. Information shall include operation and maintenance manuals for each warranted product.
ITEM 12 - DEFINITION OF CONTRACT LINE ITEMS
12.1 Summary
A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cut off points where one item ends and another begins.
B. If no contract line item exists for a portion of the work, include the costs in a related item.
12.2 List of Contract Line Items
A. Contract Line Item No.010 Gravel Roads and Parking
1. This item consists of Gravel road and parking areas at Hasty, Carver, Ponca and Centerpoint access areas.
2. Payment will be made per the contract and percentage of completion level.
PART 2 – PRODUCTS (NOT USED)
PART 3 – EXCUTION (NOT USED)
END OF SECTION
Page | 16
Attachment 1: Hasty Parking / Access Road
Location of Hasty Parking/Public Access from Harrison AR
Page | 17
Attachment 2: Carver Parking / Access Road
Location of Carver Parking/Public Access from Harrison AR
Page | 18
Attachment 3: Ponca Parking / Access Road
Location of Ponca Parking/Public Access from Harrison AR
Page | 19
Attachment 4: Centerpoint Parking / Access Road
Location of Centerpoint Parking/Public Access from Harrison AR
Page | 20
Page | 21
File details come from the government source that posted it. Updated .