Specifications_-_Fan_Coil_Repairs.pdf
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- Attached to
- Fan Coil Repairs Federal contract opportunity
- Solicitation number
- 140P6424B0007
About this file
This document is a solicitation notice for a federal contract opportunity to repair multiple fan coil units at the First Ladies National Historic Site in Canton, Ohio. The work will consist of providing labor, materials, tools, and other equipment necessary for the repairs. The anticipated contract type is a firm-fixed price contract, and the project is set aside 100% for small businesses. The North American Industry Classification System (NAICS) code is 238220 with a size standard of $19 million. A site visit is required, and the solicitation will not be provided in hardcopy or emailed - it will only be available online. The estimated project magnitude is between $250,000 and $500,000, and the projected start date is May 2024. The contracting office is the National Park Service, Interior Regions 3/4/5, Ohio Major Acquisition Buying Office.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions_and_Answers_0001.pdf | ||
| Sol_140P6424B0007_Amd_0001.pdf | ||
| Attachment_-_Drawings-Pictures.pdf | ||
| Bid_Schedule_-_Fan_Coil_Repairs.pdf | ||
| Wage_Determination_-_Stark_Co.pdf | ||
| Bid_Schedule_-_Fan_Coil_Repairs.xlsx | XLSX spreadsheet | |
| Attachment_-_Submittal_List.pdf | ||
| Attachment_-_Addendum_to_Specifications.pdf | ||
| Attachment_-_Limitations_on_Subcontracting_Report.xlsx | XLSX spreadsheet | |
| Sol_140P6424B0007.pdf | ||
| Attachment_-_Construction_Contract_Admin.pdf | ||
| Attachment_-_Notice_to_Contractors.pdf |
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Text version
FILA FAN COIL REPLACEMENT
Div. 1 V. 2022-9-6
Page | 1
FIRST LADIES NATIONAL HISTORIC SITE
CANTON, OHIO
REPLACE RESEARCH CENTER FAN COIL UNITS
PMIS 258437
Drawing No: 80024
PROJECT SPECIFICATIONS
NATIONAL PARK SERVICE
March 17, 2023
PAGE INTENTIONALLY LEFT BLANK
FILA FAN COIL
REPLACEMENT
SEALS PAGE 000107
PAGE | 2
B. Mechanical/Plumbing Engineer:
1. 360 Engineering, Inc.
2. Seal:
3. Responsible for Division 23
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF DOCUMENT 000107
Page | 2
TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 10 00 - DIVISION 01 SHORT FORM GENERAL REQUIREMENTS
DIVISION 02 – EXISTING CONDITIONS
SECTION 02 41 19 – SELECTIVE DEMOLITION
DIVISION 08 - FINISHES
SECTION 08 31 00 – ACCESS DOORS AND PANELS
DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING
SECTION 23 05 00 – COMMON WORK RESULTS FOR MECHANICAL
SECTION 23 05 19 – METERS AND GAUGES FOR HVAC PIPING
SECTION 22 05 23.12 – GENERAL VALVES FOR HVAC PIPING
SECTION 23 05 48 – VIBRATION AND SEISMIC CONTROLS FOR HVAC
SECTION 23 05 53 – IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT
SECTION 23 05 93 – TESTING, ADJUSTING, AND BALANCING FOR HVAC
SECTION 23 07 19 – HVAC PIPING INSULATION
SECTION 23 09 00 – DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC
SECTION 23 21 13 – HYDRONIC PIPING
SECTION 23 21 16 – HYDRONIC PIPING SPECIALITIES
SECTION 23 82 19 – FAN COIL UNITS
APPENDIX
APPENDIX A – EMERGENCY ACTION PLAN
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SECTION 01 10 00
DIVISION 1 SHORT FORM GENERAL REQUIREMENTS
PART 1 – GENERAL
ITEM 1 - DESCRIPTION OF WORK
1.1 Background: The goal of the project is to design replacement fan coil units and valves that are reaching the end of their normal service life expectancy within an existing six floor building. The valves are corroded, leaking, and damaging interior finishes. Without proper functioning units and conditioned air, there is risk of exposing museum collections to potential damages. The new units shall meet the existing and future needs at FILA Research Center. The existing Trane units provide heating and air conditioning to all 5 floors of the building. Isolation valves on the first, fifth, and sixth floors to be replaced within the base bid scope with bid options provided to replace fan-coil units on the fifth and sixth floors and a final bid option to replace the isolation valves throughout the remainder of the building. The new HVAC system shall be upgraded to be in compliance with NFPA, NEC, and State of Ohio requirements respectively.
1.2 Work Covered by the Contract Documents:
A. Project Location: First Ladies National Historic Site, 205 Market Avenue South, Canton, Ohio, 44702-2107
B. Work consists of:
a. Base bid proposes new isolation valves on the existing heating water and chilled water piping systems for each fan coil on the first, fifth, and sixth floors.
b. Bid Option 1 proposes the replacement of eleven (11) fan coil units on the sixth floor with new piping accessories and control valves with new controls connections to be integrated into the existing building management BAS.
c. Bid Option 2 proposes the replacement of eleven (11) fan coil units on the fifth floor with new piping accessories and control valves with new controls connections to be integrated into the existing building management BAS.
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d. Bid Option 3 proposes new isolation valves on the existing heating water and chilled water piping systems for each fan coil on the second, third, and fourth floors.
C. All work will be performed under a single contract.
D. Period of performance: Work shall be completed within 150 calendar days of the start date provided on the Notice to Proceed.
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 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.
2.4 COR on site shall be notified not less than 2 business days of intended use of open flame required for pipe fitting sweating method as work progresses throughout the building. Smoke and fire alarm system will require temporary off/test settings by NPS staff to avoid false notification that may result from the pipe sweating process.
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.
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A. 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.
B. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.
C. Public/Staff Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public and occupants of the building. Office space will be occupied while work is being performed. Individual office spaces can be vacated for short periods of time to complete work. One-week advance notice shall be provided to schedule with the occupant of the office space.
3.2 On-site work hours: Work shall be generally performed during normal business working hours of
7 a.m. to 4:30 p.m., Monday through Friday, except when otherwise indicated.
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 and building for construction operations. Limit use of premises to construction area as shown on construction drawings and https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022 https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022 tbentley Cloud+ tbentley Cloud+
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Page | 6 as outlined later in this specification under Storage – Staging Areas. Do not disturb portions of Project site beyond areas in which the Work is indicated.
B. Driveways and Entrances: Keep driveways, access roads, sidewalks, alleys, 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.
C. Define site disturbance area, including earthwork and clearing of vegetation, to:
1. No site disturbance anticipated within the scope of this project.
D. 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 required for construction operations without any additional permit costs. Use resources wisely and minimize waste of water.
3. Electric Power Service: Electric power from existing system is available for use without metering and without payment of use charges to the extent of 110v service readily available from existing receptacles. 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 provided for contracting 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.
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.
E. 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
Page | 7 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: Provide temporary enclosures to control construction dust and other nuisances as required for protection of building occupants and to protect the construction area from access by visitors or staff, other construction operations, and similar activities.
6. Site Enclosure Fence: NA
7. Security Enclosure and Lockup: NA
3.4 Storage - Staging Areas:
A. Confine Storage of materials and equipment to the project staging area noted on the plans/aerial. Specific storage and staging area’s may be discussed at the preconstruction briefing. Any additional employee parking required of the contractor shall utilize city of
Canton downtown public parking alternatives in proximity to the NPS facility.
B. Anticipated staging area for construction parking, storage unit, dumpsters, and contractor toilet would be in the lot behind the Saxton House 331 Market Ave S. 44702. The Park will dedicate 4 parking spaces next to the shed on the southwest corner of the lot for parking, storage unit, dumpsters, and contractor’s toilet. The alley behind ERC 205 Market Ave S.
44702 will only be used for pickup and delivery of construction materials/tools. Parking is not allowed.
3.5 Preservation of Natural Features: N/A.
3.6 Hauling Restrictions: Contractor to verify path to site and meet state and county road requirements and height restrictions for all park work/access.
3.7 Housekeeping:
A. Keep project neat, orderly, and in a safe condition at all times.
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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.
3.8 Occupancy Requirements for Buildings:
A. Existing Buildings:
1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.
a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the CO or COR.
b. Maintain existing building in a weather tight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.
c. Contractor shall be responsible for temporary heating and cooling of the building as required for the completion of the scope of work. Contractor shall sequence work and coordinate with contracting officer to ensure minimum disruption and associated cost of temporary heating and cooling.
3.9 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 electronically by email or 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 area, individual rooms that include scope, along with and site areas necessary to complete the work and adjacent rooms/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:
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1. Document all work to be concealed behind finishes prior to restoring finish 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. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the 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.
B. 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.
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.
3. Train employees how to respond to a spill and use the emergency response kit.
3.11 Noise and Acoustics Management
A. Noise Control: Perform selective demolition and equipment installation operations to minimize noise. Perform noise-producing work in less sensitive hours of the day or week as directed by the Contracting Officer or COR.
B. Repetitive and/or intermittent, high-level noise: Permitted only during Daytime.
1. Do not exceed the following dB(A) limitations at 50 feet:
Sound Level in dB(A) Time Duration of Impact Noise
70 More than 12 minutes in any hour
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2. Maximum permissible construction equipment noise levels at 50 feet:
EARTHMOVING dB(A) MATERIALS HANDLING dB(A)
Compressors 75 Pneumatic Tools 80
Pumps 75 Saws 75
Generators 75 Vibrators 75
C. Ambient Noise:
1. Maximum noise levels (dB) for receiving noise area at property line shall be as follows:
a. Residential receiving area :
Daytime: 65 dB Nighttime: 45 dB
b. Commercial/Industrial receiving area:
Daytime: 67 dB Nighttime: 65 dB
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 viewable 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:
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:
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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, 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. Refer to appendix which includes Emergency Action Plan.
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.
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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 four sets of PPE including hard hats 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 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.
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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 shall be submitted a minimum of one week prior to the Preconstruction Conference. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed may not be issued, and the Contracting Officer will consider other contractual remedies. 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
i. standard clauses (SF1413).
7. Quality Control Plan.
8. Waste Management Plan.
9. Indoor Air Quality (IAQ) Management Plan.
10. Contractors Commissioning Plan
11. Historic Preservation Treatment Plan Submitted to NPS and complies to Secretary of
Interior Standards for Treatment of Historic Properties.
12. List of Required Construction Permits. Include the following information for each permit:
a. Name of Permit.
b. The Agency(ies) with Jurisdiction issuing the permit.
c. Information required from the Government to complete the permit application.
9.2 Project 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.
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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 color and product 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: 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 performance characteristics that “equal” products must meet and/or exceed that as specified in the solicitation or relevant specification.
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 Contractor:
1. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.
2. Will provide the same warranties for the proposed item as for the 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.
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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 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.
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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.
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.
PART 2 – PRODUCTS (NOT USED)
Text Box ADD NEW ITEM 12 - DEFINITION OF CONTRACT LINE ITEMS WITH LANGUAGE IN ADDM 01 DOCUMENT tbentley Cloud+ tbentley
ADDM 01
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PART 3 – EXCUTION (NOT USED)
END OF SECTION
SELECTIVE DEMOLITION 024119
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SECTION 024119 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Demolition and removal of selected portions of building or structure.
2. Salvage of existing items to be reused or recycled.
B. Related Requirements:
1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements.
1.2 DEFINITIONS
A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled.
B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Contracting Officer (CO) or Contracting Officer Representative (COR) ready for reuse.
C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated.
D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.
1.3 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to
CO or COR that may be uncovered during demolition remain the property of Owner.
1. Carefully salvage in a manner to prevent damage and promptly return to CO or COR.
1.4 PREINSTALLATION MEETINGS
A. Predemolition Conference: Conduct conference at Project site.
1. Inspect and discuss condition of construction to be selectively demolished.
2. Review structural load limitations of existing structure, if they may be impacted.
3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.
4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.
5. Review areas where existing construction is to remain and requires protection.
1.5 INFORMATIONAL SUBMITTALS
A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, , for dust control, and, , for noise control. Indicate proposed locations and construction of barriers.
B. Schedule of Selective Demolition Activities: Indicate the following:
1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's building manager's, and, other tenants' on-site operations are uninterrupted.
2. Interruption of utility services. Indicate how long utility services will be interrupted.
3. Coordination for shutoff, capping, and continuation of utility services.
4. Use of elevator and stairs.
5. Coordination of Owner's continuing occupancy of portions of existing building and of
Owner's full occupancy of completed Work.
C. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by salvage and demolition operations.
D. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition.
1.6 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.
C. Notify Contract Officer and Contract Officer Representative of discrepancies between existing conditions and Drawings before proceeding with selective demolition.
D. Hazardous Materials:
1. It is not expected that hazardous materials will be encountered in the Work.
a. If suspected hazardous materials are encountered to stop work and notify CO and
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COR immediately for a determination of how to proceed.
E. Historic Areas: Demolition and hauling equipment and other materials shall be of sizes that clear surfaces within historic spaces, areas, rooms, and openings, including temporary protection, by 12 inches or more.
F. Storage or sale of removed items or materials on-site is not permitted.
G. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
1.7 COORDINATION
A. Arrange selective demolition schedule so as not to interfere with Owner's operations.
PART 2 - PRODUCTS
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition operations.
B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by CO and COR. CO and COR does not guarantee that existing conditions are same as those indicated in Project Record Documents.
C. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video.
1. Inventory and record the condition of items to be removed and salvaged.
2. Before selective demolition or removal of existing building elements that will be reproduced or duplicated in final Work, make permanent record of measurements, materials, and construction details required to make exact reproduction.
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.
1. Coordinate with COR and CO for any required shut off of indicated services/systems.
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Provide notice as required in 01 00 00 General Requirements.
2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.
3. Disconnect, demolish, and remove plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed.
a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.
b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.
c. Equipment to Be Removed: Disconnect and cap services and remove equipment.
3.3 PROTECTION
A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.
1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.
2. Protect walls, ceilings, floors, furniture and other existing finish work that are to remain or that are exposed during selective demolition operations.
3. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Division 1 specifications.
B. Remove temporary barricades and protections where hazards no longer exist.
3.4 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:
1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.
2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.
4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.
5. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.
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6. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.
7. Dispose of demolished items and materials promptly.
B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by COR, NPS will remove items in the way.
3.5 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.
B. Burning: Do not burn demolished materials.
3.6 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.
END OF SECTION 024119
ACCESS DOORS AND FRAMES 083113
SECTION 083113 - ACCESS DOORS AND FRAMES
1.1 SUMMARY
A. Section Includes:
1. Access doors and frames.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details material descriptions, dimensions of individual components and profiles, and finishes.
B. Samples: For each type of access door and frame and for each finish specified, complete assembly minimum 6 by 6 inches in size.
C. Product Schedule: For access doors and frames including size and finish.
PART 2 - PRODUCTS
2.1 ACCESS DOORS AND FRAMES
A. Flush Access Doors with Exposed Flanges:
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. ACUDOR Products, Inc
b. Babcock-Davis
c. J. L. Industries, Inc.; Activar Construction Products Group, Inc.
2. Description: Face of door flush with frame, with exposed flange and concealed hinge.
3. Locations: Wall and ceiling.
4. Door Size: Anticipate 18” x 18” as typical. Actual size will vary at application. Provide minimum size within existing framing members to allow for the access and maintenance of provided isolation valves replacements. Submit proposed door sizes and location with action submittal for confirmation by Contracting Officer.
5. Metallic-Coated Steel Sheet for Door: Nominal 0.064 inch, 16 gage thickness, factory finished.
6. Frame Material: Same material, thickness, and finish as door.
7. Latch and Lock: Cam latch, screwdriver operated.
2.2 MATERIALS
A. Steel Plates, Shapes, and Bars: ASTM A36/A36M.
B. Steel Sheet: Uncoated or electrolytic zinc coated, ASTM A879/A879M, with cold-rolled steel sheet substrate complying with ASTM A1008/A1008M, Commercial Steel (CS), exposed.
C. Metallic-Coated Steel Sheet: ASTM A653/A653M, Commercial Steel (CS), Type B; with minimum G60 or A60 metallic coating.
D. Frame Anchors: Same material as door face.
E. Inserts, Bolts, and Anchor Fasteners: Hot-dip galvanized steel according to ASTM
A153/A153M or ASTM F2329.
2.3 FABRICATION
A. General: Provide access door and frame assemblies manufactured as integral units ready for installation.
B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness.
C. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Furnish mounting holes, attachment devices and fasteners of type required to secure access doors to types of supports indicated.
D. Latch and Lock Hardware:
1. Quantity: Furnish number of latches and locks required to hold doors tightly closed.
2.4 FINISHES
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.
C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.
Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.
1. Factory Finished: Apply manufacturer's standard baked-enamel or powder-coat finish immediately after cleaning and pretreating, with minimum dry-film thickness of 1 mil for topcoat.
a. Color: To match access panels currently within each space. Provide individual panel breakdown on access door schedule tied to action submittal. Final color and size selection by Contracting Officer and Contracting Officer Representative.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. Comply with manufacturer's written instructions for installing access doors and frames.
3.3 FIELD QUALITY CONTROL
A. Inspection Agency: Owner will engage a qualified inspector to perform inspections and to furnish reports to Contracting Officer.
B. Repair or remove and replace installations where inspections indicate that they do not comply with specified requirements.
C. Reinspect repaired or replaced installations to determine if replaced or repaired door assembly installations comply with specified requirements.
3.4 ADJUSTING
A. Adjust doors and hardware, after installation, for proper operation.
END OF SECTION 083113
COMMON WORK RESULTS FOR HVAC – 230500
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SECTION 230500 - COMMON WORK RESULTS FOR HVAC
PART 1 - GENERAL
1.1…
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