B08_Attachment_6_Project_Manual___Specifications_2_21_24.pdf
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- Attached to
- PAIS Rehabilitate Headquarters Building
- Solicitation number
- 140P1324R0001
About this file
This document is a Project Manual and Specifications for the PAIS Rehabilitate Park Headquarters Building solicitation.
The Project Manual provides detailed technical requirements and specifications for the rehabilitation of the National Park Service's headquarters building, including information on materials, construction methods, systems, and performance standards. Key elements include site work, concrete, masonry, metals, wood, thermal and moisture protection, doors and windows, finishes, specialties, equipment, furnishings, special construction, conveying systems, mechanical, and electrical work. The Specifications cover technical requirements for each of these elements in a standardized format.
This Project Manual supports Solicitation Number 140P1324R0001 issued by the Department of the Interior National Park Service Intermountain Region for the PAIS Rehabilitate Park Headquarters Building project. The solicitation is for construction services to rehabilitate the existing headquarters building.
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PAIS 306809 Specifications
May 3, 2023
REV-1 2/21/2024
PAIS Padre Island National Seashore
PMIS 306809 Rehabilitation of Park HQ Building
Project Manual - Divisions 01-28
SEALS PAGE
Architect Structural Engineer
Mechanical and Plumbing Engineer Electrical Engineer
Fire Safety Engineer
05/03/2023
TABLE OF CONTENTS
01 1100 Summary of Work
01 2601 Contract Modification Procedures
01 2700 Definition of Contract Line Items
01 3100 Project Management and Coordination
01 3216 Construction Schedule
01 3233 Photographic Documentation
01 3323 Submittal Procedures
01 3523 Safety Requirements
01 4000 Quality Requirements
01 4200 Reference Standards
01 5000 Temporary Facilities and Controls
01 5719.11 Indoor Air Quality (IAQ) Management
01 5719.12 Noise and Acoustics Management
01 5723 Under-an-Acre Pollution Prevention (UPP)
01 6700 Product Requirements
01 7329 Cutting and Patching
01 7340 Execution
01 7419 Construction Waste Management and Disposal
01 7700 Closeout Procedures
01 7823 Operation and Maintenance (O&M) Data
01 7900 Demonstration & Training
01 8113 Sustainable Design Requirements
01 9114 Total Building Commissioning
Appendix to Division 01
Appendix A Hazardous Materials Report
Appendix B Geotechnical Report
Appendix C Commissioning Plan
02 4119 Selective Demolition
02 8213 Asbestos Abatement
02 8333 Removal and Disposal of Materials Containing Lead
03 2000 Concrete Reinforcing
03 3000 Cast-In-Place Concrete (Structural)
05 1200 Structural Steel Framing
06 1000 Rough Carpentry
06 1600 Sheathing
06 2023 Interior Finish Carpentry
06 4013 Exterior Architectural Woodwork
5/25/2023
5/25/2023
07 2100 Thermal Insulation
07 2713 Modified Bituminous Sheet Air Barriers
07 4646 Fiber Cement Siding
07 5323 EPDM Roofing System
07 6200 Sheet Metal Flashing and Trim
07 9200 Joint Sealants
08 1416 Flush Wood Doors
08 4113 Aluminum-Framed Entrances
08 4313 Aluminum-Framed Storefront
08 5113 Aluminum Windows
08 7100 Door Hardware
08 8000 Glazing
09 2900 Gypsum Board
09 6543 Linoleum Flooring
09 9113 Exterior Painting
09 9123 Interior Painting
09 9300 Staining and Transparent Finishes
10 1400 Signage
10 2800 Toilet Room Accessories
10 4413 Fire Protection Cabinets
10 8119 Rodent Control
12 3213 Manufactured Wood Veneer Faced Casework
12 3661 Solid Surfacing Countertops
21 0000 Fire Suppression Basic Requirements
21 0500 Common Work Results for Fire Suppression
21 2200 Clean Agent Fire-Extinguishing Systems
22 0500 Common Work Results for Plumbing
22 0513 Common Motor Requirements for Plumbing Equipment
22 0517 Sleeves and Seals for Plumbing Piping
22 0518 Escutcheons for Plumbing Piping
22 0519 Meters and Gages for Plumbing Piping
22 05 23 General Duty Valves for Plumbing Piping
22 0529 Hangers and Supports for Plumbing Piping and Equipment
22 0548 Vibration Controls for Plumbing Piping and Equipment
22 0553 Identification for Plumbing Piping and Equipment
22 0719 Plumbing Piping Insulation
22 1116 Domestic Water Piping
22 1119 Domestic Water Piping Specialties
22 1123.21 Inline, Domestic-Water Pumps
22 1316 Sanitary Wase and Vent Piping
22 1319 Sanitary Waste Piping Specialties
22 3300 Electric, Domestic-Water Heaters
23 0500 Common Work Results for HVAC
23 0513 Common Motor Requirements for HVAC Equipment
23 0548.13 Vibration Controls for HVAC
23 0553 Identification for HVAC Piping and Equipment
23 0593 Testing, Adjusting, and Balancing for HVAC
23 0713 Duct Insulation
23 0719 HVAC Piping Insulation
23 0800 Commissioning of HVAC
23 2300 Refrigerant Piping
23 3113 Metal Ducts
23 3300 Air Duct Accessories
23 3423 HVAC Power Ventilators
23 3713 Diffusers, Registers and Grilles
23 3713.13 Indoor, Basic Air Handling Units
23 8126 Split-System Air Conditioners
23 8239.13 Wall and Ceiling Unit Heaters
26 0500 Common Work Results for Electrical
26 0519 Low-Voltage Electric Power Conductors and Cables
26 0526 Grounding and Bonding for Electrical Systems
26 0529 Hangers and Supports for Electric Systems
26 0533 Raceway and Boxes for Electric Systems
26 0544 Sleeves and Sleeve Seals for Electric Raceways and Cabling
26 0553 Identification for Electrical Systems
26 0573 Electrical Systems Studies
26 0800 Commissioning of Electrical Systems
26 0923 Lighting Control Devices
26 0943 Network Lighting Controls
26 2416 Panelboards
26 2726 Wiring Devices
26 2816 Enclosed Switches and Circuit Breakers
26 4113 Lightning Protection for Structures
26 4313 Transient-Voltage Suppression for Low Voltage Electrical
26 5100 Lighting Fixtures
27 0526 Grounding and Bonding for Communications Systems
27 0528 Pathways for Communications Systems
27 0544 Sleeves and Seals for Communications Pathways
27 1100 Communications Equipment Room Fittings
27 1300 Communications Backbone Cabling
27 1500 Communications Horizontal Cabling
28 0500 Common Work Results for Electronic Safety and Security
28 1600 Intrusion Detection
28 2300 Video Surveillance
PAIS 306809 01 11 00 - 1
051121 SUMMARY OF WORK
SECTION 01 11 00 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes the following:
1. Work Covered by Contract Documents
2. Contractor Use of Site
3. Public Use of Site
4. Occupancy Requirements for Buildings
5. Conduct of Operations
6. Work Restrictions
7. Special Construction Requirements
8. Additional Reports
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location: Padre Island National Seashore, North Padre Island, Texas. From Corpus
Christi, take Highway 358 over the John F Kennedy Causeway to North Padre Island. The
Headquarters Building is 22 miles south on S Padre Island Drive/Park Road 22.
B. The Work consists of:
1. Rehabilitation of the park headquarters building. Built as a barracks in World War II, the long, rectangular building served most recently as offices for the Superintendent as well as administrative and resource protections staff. The structure was closed in 2018 due to unhealthy conditions due to mold growth and moisture infiltration. This project seeks to correct the issues that led to the closure through complete replacement of the building envelope, interior construction and systems and reinforcement of the remaining structural framing and foundation piers.
2. Work includes extensive demolition. Roofing, siding and all interior ceilings, walls, finishes and systems will be removed, leaving only wood structural framing and sheathing.
At the crawlspace, all walls and partitions will be removed along with the concrete slab and curb, making room for additional reinforcement of the substructure. Demolition includes only a minor amount of hazardous materials.
3. Work includes complete replacement of the exterior envelope with more robust thermal, vapor and air control layers as well as new siding and roofing. Exterior doors and windows will be replaced with hurricane impact rated systems. The interior floor plan will be rearranged around the structural elements to remain, including new partitions and finishes.
4. Work includes complete replacement of mechanical, plumbing, electrical and fire protection systems. A VRF HVAC system will provide the dehumidification, ventilation and pressurization essential to maintaining a viable envelope in this environment.
PAIS 306809 01 11 00 - 2
C. Project will be constructed under a single prime contract.
1.3 CONTRACTOR USE OF SITE
A. General: Contractor shall have full use of the building but limited use of site for construction operations. Limit use of premises to areas within the Contract limits indicated on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Limits: Confine constructions operations to areas identified on Construction Staging and
Limits drawings.
2. Limit site disturbance, including earthwork and clearing of vegetation, to 10 feet beyond building perimeter; 10 feet beyond surface walkways and utilities less than 12 inches in diameter; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.
B. Storage of Materials: Confine storage of materials to staging areas shown on drawings.
C. Parking: Confine parking to areas shown on drawings.
D. Preservation of Natural Features:
1. Unless expressly authorized by the Superintendent, collection of plants, minerals of any kind, antlers, and cultural artifacts is strictly prohibited. Natural and cultural features will not be disturbed, damaged, altered or removed from the park. This includes cutting, tying and/or removing vegetation.
2. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.
3. Provide temporary barriers to protect existing trees and plants and root zones.
4. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with
Contracting Officer (CO) and remove agreed-on roots and branches that interfere with construction.
5. Do not fasten ropes, cables, or guys to existing trees.
6. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.
E. Threatened and Endangered Species and Wildlife
1. Care shall be taken not to disturb any wildlife species (reptiles, migratory birds, raptors, or bats) found nesting, hibernating, estivating, or otherwise living in, or immediately nearby, worksites.
2. To protect any unknown or undiscovered threatened, endangered, or special status species, contractor shall contact the park for direction and evaluation of any species at the site.
Whenever needed or requested, a park Biologist will provide personnel with an orientation/briefing that will appraise project workers of, and sensitize them to, threatened and endangered species and other relevant natural resource issues.
F. Preservation of Cultural Resources
1. In the event that human remains are discovered during maintenance activities, all work on the project must stop and the park archeologist be contacted immediately. As required by
PAIS 306809 01 11 00 - 3
law, the coroner will be notified first. All provisions outlined in the Native American
Graves Protection and Repatriation Act (1990) will be followed.
2. Although there is no surface evidence of archeological resources, clearance to proceed is recommended with the condition that if concealed archeological resources are encountered during project activities, all necessary steps will be taken to protect them, and the Park
Resources Manager will be notified immediately.
3. If any material is to be excavated from any material source outside the construction limits, other than commercially operated sites, before work begins provide a certification from the State Historic Preservation Officer stating that (1) that a cultural resource survey (a survey for historical sites and archeological remains) has been performed at the proposed site, and (2) that no significant cultural resources exist in the area that will be disturbed by the Contractor.
G. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to
Government employees, and emergency vehicles at all times. Do not use for parking or storage of materials.
1. Maintain clear access along entrance road to the HQ Complex. Maintain vehicular access north and west of HQ for NPS access to other structures as indicated on the plan.
2. Closure of access roads will be permitted for delivery of materials and equipment only, for a maximum duration of one hour. Contractor to schedule and notify CO on day prior.
3. Schedule deliveries to minimize use of driveways and entrances.
4. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
H. Construction Camp: Establishment of a camp within park will not be permitted.
I. Hauling Restrictions: Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.
J. Bridge Restrictions: Comply with jurisdictions, load restrictions, permit requirements, time and calendar restrictions as outlined.
1.4 PUBLIC USE OF SITE
A. The building will be closed to the public during construction. The HQ complex will be closed to the public during construction but used by NPS staff and seasonal volunteers.
B. Contractor shall conduct his operations to ensure the least inconvenience to NPS operations.
1.5 OCCUPANCY REQUIRMENTS FOR BUILIDINGS
A. Existing Buildings
PAIS 306809 01 11 00 - 4
1. Partial Government Occupancy: Government will occupy premises (HQ complex) during entire construction period, with exception of areas under construction (HQ building).
Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform Work so as not to interfere with Government’s 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 Contracting Officer.
1.6 CONDUCT OF OPERATIONS
A. Contractor shall conduct his operations in conformance with rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by Park Superintendent.
B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 7 calendar days in advance of the work to the Contracting Officer for approval.
C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.
1.7 WORK RESTRICTIONS
A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:30 a.m. to 5:30 p.m., Monday through Friday, except when otherwise indicated. There are no hourly noise restrictions for construction work, but seasonal noise restrictions will be in effect
April through September.
B. Existing Utilities
1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.
2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.
3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.
C. 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:
1. Notify Contracting Officer not less than two business days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Contracting Officer’s written permission.
3. Hours and length of Utility Shutdowns will vary with NPS operations. Expect systemic limits on duration of outages between April and August.
PAIS 306809 01 11 00 - 5
D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within
25 feet of entrances, operable windows, or outdoor air intakes.
1.8 SPECIAL CONSTRUCTION REQUIREMENTS
A. Project Website: A project website administered by the Construction Management Representative
(CMR) will be used for purposes of managing communication and documents during construction stage.
1. See Section 01 31 00 "Project Management and Coordination" for requirements for using
Project Website.
B. Padre Island is an ecologically sensitive barrier island with special considerations for protection of wildlife habitats, ecosystems, hydrology and topography discussed throughout these specifications.
C. Park operates 365 days a year and only under emergency response operation scenarios would
Contractor access be limited.
1.9 ADDITIONAL REPORTS
A. The report Asbestos Containing Materials, Lead-Containing Paint, and Mold Survey - NPS
Headquarters Building, August 2019 prepared by Landmark Environmental is an appendix with this package.
B. The report Geotechnical Report, Park Headquarters Building Improvements, August 2022 by
Rock Engineering & Testing Laboratory is an appendix with this package.
C. In case of conflict between report and drawings or specifications, drawings and specifications govern.
D. The Commissioning Plan referenced throughout the Project Manual is an appendix to the Division
01 Specifiations.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 11 00
PAIS 306809 01 26 01 - 1
012721 CONTRACT MODIFICATION PROCEDURES
SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section consists of administrative and procedural requirements for contract modifications.
1.2 DEFINITIONS AND ALLOWANCES
A. Home Office Overhead: Costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):
1. Rent
2. Utilities
3. Furnishings
4. Office equipment
5. Executive and management staff not exclusively assigned to the project
6. Support, accounting, and administrative staff
7. Preparation of cost proposals, estimating, and schedule analyses connected with
Modifications
8. Estimating and preconstruction services
9. Mortgage costs
10. Real estate and corporate taxes
11. Automobile maintenance and travel costs for home office personnel
12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.
13. Depreciation of equipment and other assets
14. Home office supplies (paper, staples, etc.)
15. Legal services
16. Accounting and data processing
17. Professional fees/registration
B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with preparation of modifications will not be allowed. Costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:
1. Project Manager (PM), Assistant Project Manager
2. Superintendent, Assistant Superintendent
3. Quality Control, Safety Officer, Environmental Manager, etc.
4. Engineers
5. Travel, lodging, and per diem (as established by Federal Travel Regulations)
6. Scheduling
PAIS 306809 01 26 01 - 2
7. Field Office Trailers and associated temporary utilities
8. Field office supplies
a. Mailing and couriers
b. Reproduction costs
c. Storage
d. Phones
e. Computers
f. Copiers
9. Personal vehicles i.e. Superintendent Pickup trucks
C. General Requirements: Costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate.
The following items, if applicable, are considered allowable costs for calculating General Requirements:
1. Hoisting
2. Material handling
3. Temporary fencing
4. Port-a-lets
5. Trash removal, dumpsters
6. Barricades
7. Small tools
8. Safety supplies
9. Scaffolding
10. Daily cleaning
11. Traffic control
12. Temporary signage
13. Temporary heating and power
D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on project site. Modification costs for salaried workers are only allowed within the structure of a 40-hour week and no overtime or holiday pay will be allowed.
1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:
a. Base Rate: The hourly rate paid directly to the worker
b. Labor Burden: Employer payments of all applicable burdens; includes insurance and taxes the business must pay on behalf of the worker to government entities and educational forums, such as:
1) Social Security
2) Medicare
3) Workers Compensation – Policy and company calculation to be made available.
4) Federal Unemployment Tax Act (FUTA) - Cap Rate and percentage to be proportionally allocated over one year.
5) State Unemployment Tax Act (SUTA) - Cap Rate and percentage to be proportionally allocated over one year.
PAIS 306809 01 26 01 - 3
6) Union agreement costs - Other costs required under an enforceable collective bargaining agreement.
c. Fringe Benefits: Various non-wage compensations provided to employees such as:
1) Health Care Insurance Premiums
2) Cell Phone
3) Clothing
4) 401K and Pensions
5) Vehicle allowances
6) Gas allowance
7) Life insurance premiums
8) Disability insurance
9) Other Fringe Benefits required under an enforceable collective bargaining agreement
E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.
F. General Liability Insurance: An insurance policy that protects Contractor from claims resulting from bodily injury or property damage to a third party. Include as a separate line item within all modification proposals and provide a current insurance quote upon request.
G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees the Contractor will pay the labor and material costs incurred. Banks and Insurance companies charge a premium for individual project based on a sliding scale related to the size of the project.
Include as a separate line item in modification proposals and provide current company bonding rates upon request.
H. Builder’s Risk Insurance: Covers the contractor’s loss due to fire, high winds, or other natural forces. Not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.
1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS
A. General:
1. Proposal be received in the format and within the time frame specified in the Request for Proposal (RFP) letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.
2. Proposal shall be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed they are included in the hourly rate shown, or contractor is not requesting reimbursement. Contractor may utilize the government provided Contractor Estimate Form, or their own form, provided that it contains the same information and level of detail as the Government’s form.
PAIS 306809 01 26 01 - 4
3. Requests for extensions of contract time as a result of change must be justified with a Time Impact Analysis (TIA). Refer to Section 01 32 16 "Construction Schedule", for time impact analysis requirements. TIA and associated costs shall be received with the proposal by the date shown within the Request for Proposal letter. Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving right for additional time and no time extension will be allowed.
4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer (CO) upon request.
5. Contractor shall review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to NPS. All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.
6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.
B. Labor:
1. Contractor shall estimate cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing hours required for each craft directly engaged in modification work. Any work proposed requiring overtime work or premium pay shall be itemized separately. Rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, Federal Insurance Contributions Act (FICA), FUTA, and other direct costs resulting from Federal, State or local laws.
2. Itemize labor costs for equipment operators separate from equipment costs.
3. Labor cost for foremen shall only be costs for related work required for the modification.
C. Materials:
1. Estimated cost for materials shall include quotes from multiple sources. Material prices shall include applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.
2. No markup shall be applied to any material provided by NPS.
D. Equipment:
1. Equipment used for the project must be appropriately sized for work being performed.
2. Do not include costs for "miscellaneous tools and equipment", in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 shall be broken out separately.
3. Regardless of ownership, rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:
a. United States (U.S.) Army Corps of Engineers, Ownership and Operating Expense Schedule (use latest edition and applicable region)
b. Construction Blue Book
c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.
PAIS 306809 01 26 01 - 5
4. Estimated equipment rates shall include operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires and tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per Federal Acquisition Regulation (FAR) 31.105(d)(2)), depreciation, storage, insurance, and all incidentals. Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.
5. Estimate full rate for equipment only for duration that equipment will be utilized to accomplish work of the modification.
6. Standby unit rates used in accordance with paragraph 1.3, D, 2, above. If the U.S. Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then 1/2 of equipment costs minus any operating costs, major repair and overhaul will be accepted.
7. If equipment is in standby mode due solely to a documented NPS delay, established standby rate shall apply from the first day of the delay.
8. Equipment not used and on job site for up to five consecutive days may be classified at standby rates, provided the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work.
Equipment still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.
9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.
10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.
E. Establishment and Application of Overhead and Profit Percentages:
1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts; and overhead shall not be applied to profit.
Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31which have been applied to the specific type of work included in this project. Negotiated rates shall not exceed the following percentages for OH&P for contractor self-performed work:
Overhead………………10% Profit……………… 7.35%
2. Total aggregate limit of markup (OH&P) for Contractor and Subcontractors on modification work shall not exceed 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.
3. If Contractors form a partnership, partnership may only receive home office overhead and profit in same amount as an individual Contractor (refer to paragraph 1.3, E,1 above). It is the responsibility of the partners to decide on division of revenue.
4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, overhead and profit mark-ups are required on net increases and deducted on net decreases.
5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.
PAIS 306809 01 26 01 - 6
PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 012601
PAIS 306809 01 27 00 - 1
012721 DEFINITION OF CONTRACT LINE ITEMS
SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Section explains in general, what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.
B. If no contract line item exists for a portion of work, include costs in a related item.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 LIST OF CONTRACT LINE ITEMS
A. Contract Line Item Number 001: Selective Demolition
1. This item consists of but is not limited to demolition of building elements and abatement of hazardous materials.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
B. Contract Line Item Number 002: Foundations
1. This item consists of but is not limited to addition of grade beams, repair of piles and replacement of slab with gravel.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
C. Contract Line Item Number 003: Structural Work
1. This item consists of but is not limited to repair of stairs, ramp, floor and roof framing.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
D. Contract Line Item Number 004: Exterior Enclosure
1. This item consists of but is not limited to replacement of exterior doors and windows, insulation and siding, paint.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
E. Contract Line Item Number 005: Roofing
1. This item consists of but is not limited to replacement of roofing and insulation.
2. Measurement for payment will be percentage complete of lump sum amount.
PAIS 306809 01 27 00 - 2
3. Payment will be made at the contract lump sum price.
F. Contract Line Item Number 006: Interior Construction
1. This item consists of but is not limited to new interior partitions, doors and restroom accessories.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
G. Contract Line Item Number 007: Interior Finishes
1. This item consists of but is not limited to new gypsum wall board and base, new linoleum and ceramic tile flooring, and painting walls, trim and exposed ceiling.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
H. Contract Line Item Number 008: Plumbing
1. This item consists of but is not limited to replacement of plumbing fixtures and distribution, drain, waste and vent piping.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
I. Contract Line Item Number 009: Mechanical
1. This item consists of but is not limited to new mini-splits, DOAS, dehumidification, and exhaust fans.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
J. Contract Line Item Number 010: Fire Protection
1. This item consists of but is not limited to a new clean agent system for the IT room.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
K. Contract Line Item Number 011: Electrical
1. This item consists of but is not limited to replacement of service and distribution, lighting and branch circuits, IT and security infrastructure.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
L. Contract Line Item Number 012: Furnishings
1. This item consists of but is not limited to new cabinetry for the Break and Copy Rooms.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
M. Contract Line Item Number 013: Sitework and Site Utilities
PAIS 306809 01 27 00 - 3
1. This item consists of but is not limited to minor grading and erosion control, elevated mechanical pad, and replacement of generator feed and trench.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
N. Contract Line Item Number 014: OPTION – Lightning Protection
1. This item consists of but is not limited to replacement of lightning protection.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
O. Contract Line Item Number 015: General Conditions
1. This item consists of a breakout of general conditions from the above lump sum amounts.
2. Measurement for payment will be percentage complete of lump sum amount.
3. Payment will be made at the contract lump sum price.
END OF SECTION 01 27 00
bdankmeyer Cross-Out
PAIS 306809 01 31 00 - 1
012721 PROJECT MANAGEMENT AND COORDINATION
SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:
1. Definitions
2. Construction Coordination
3. Submittals
4. Coordination Drawings
5. Requests for Information (RFIs)
6. Project Website
7. Project Meetings
8. Environmental Coordination
9. Permits
B. Related Requirements:
1. Section 01 32 16 "Construction Schedule" for preparing and submitting Contractor’s construction schedule.
2. Section 01 73 40 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.
3. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.
4. Section 01 91 14 "Total Building Commissioning" for coordinating the work with Owner’s
Commissioning Authority.
1.2 DEFINITIONS
A. Agency with Jurisdiction
B. Construction Permits – Contractor Provided
C. Government Furnished Permits
1.3 CONSTRUCTION COORDINATION
A. Coordination: Coordinate construction operations included in different Sections of Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain best results where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.
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3. Make provisions to accommodate items scheduled for later installation.
4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of components, including mechanical and electrical.
5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.
B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to:
1. Preparation of Contractor's Construction Schedule
2. Preparation of the Schedule of Values
3. Installation and removal of temporary facilities and controls
4. Delivery and processing of submittals
5. Progress meetings
6. Permit requirements
7. Pre-installation conferences
8. Project closeout activities
9. Commissioning activities
1.4 SUBMITTALS
A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.
1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination
Drawings on reproductions of Contract Documents or standard printed data. Include following information, as applicable:
a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
b. Indicate dimensions shown on Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Contracting Officer (CO) for resolution of such conflicts.
c. Indicate space requirements for routine maintenance and anticipated replacement of components during the life of the installation.
d. Show location and size of access doors required for access to concealed dampers, valves, and controls.
e. Indicate required installation sequences.
2. Sheet Size: At least 8-1/2 by 11 inches but no larger than 22 by 34 inches.
PAIS 306809 01 31 00 - 3
3. Number of Copies: Submit two opaque copies of each submittal. Contracting Officer will return one copy.
4. Refer to individual Sections for Coordination Drawing requirements for Work in those
Section
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Floor Plans and Reflected Ceiling Plans: Show architectural, structural, mechanical, plumbing, fire-protection, fire-alarm, and electrical elements. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.
2. Plenum Space: Indicate sub-framing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.
3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.
4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.
5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.
6. Mechanical and Plumbing Work:
a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.
b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.
c. Fire-rated enclosures around ductwork.
7. Electrical Work:
a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger.
b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.
c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.
d. Location of pull boxes and junction boxes, dimensioned from column center lines.
8. Fire-Protection System:
a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.
9. Review: Contracting Officer will review coordination drawings to confirm Work is being coordinated; details of coordination are Contractor's responsibility. If Contracting Officer determines coordination drawings are not prepared in scope or detail, or are otherwise deficient, Contracting Officer will inform Contractor, who shall make changes and resubmit.
10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 23 "Submittal Procedures."
PAIS 306809 01 31 00 - 4
C. Coordination Digital Data Files: Prepare coordination digital data files according to:
1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.
2. File Submittal Format: Submit or post coordination drawing files using Portable Document
Format (PDF) file format.
3. Contracting Officer will furnish Contractor one set of digital data files (AutoCad.dwg) of
Drawings for use in preparing coordination digital data files.
a. Contracting Officer makes no representations as to accuracy or completeness of digital data files as they relate to Drawings.
b. Digital Data Software Program: Drawings are available in AutoCad.dwg.
D. Division 01 documents: The following items shall be submitted a minimum of one week prior to
Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for Pre-
Construction Conference.
1. Letter designating Project Superintendent
2. Construction Schedule: Cost and Resource Loaded
3. A comprehensive breakdown of the Schedule of Values
4. Accident Prevention Plan with Evacuation Plan
5. A List of Subcontractors for this project
6. Written statements from Subcontractors certifying compliance with applicable labor standard clauses.
7. Certificates of Insurance or SF1413 for Contactor and all Subcontractors
8. Waste Management Plan
9. Quality Control Plan
10. Temporary Storm Water Pollution Prevention Plan (SWPP or UPPP)
11. Indoor Air Quality (IAQ) Management Plan
12. Contractors Commissioning Plan
13. Historic Preservation Treatment Plan (HPTP)
14. List of Required Construction Permits. Include the following information for each permit:
a. Name of Permit
b. Agency(ies) with Jurisdiction issuing the permit
c. Information required from Government to complete permit application
E. Provide items listed to Contracting Officer before Pre-Construction Conference. If all documents have not been received one week prior to scheduled Pre-Construction Conference date, conference may be cancelled, Notice to Proceed may not be issued, and Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.
1.5 REQUESTS FOR INFORMATION (RFIs)
A. General: Immediately on discovery of the need for additional information or interpretation of
Contract Documents, Contractor shall prepare and submit an RFI utilizing form created on the project website.
PAIS 306809 01 31 00 - 5
1. Contracting Officer will not respond to RFIs submitted by other entities controlled by
Contractor.
2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.
B. Content of RFI: Include detailed, legible description of item needing information or interpretation and the following:
1. RFI number, numbered sequentially
2. Date
3. RFI subject
4. Specification Section number and title and related paragraphs, as appropriate.
5. Drawing number and detail references, as appropriate.
6. Field dimensions and conditions, as appropriate.
7. Contractor's suggested resolution: If Contractor's suggested resolution impacts Contract
Time or Contract Sum, Contractor shall state impact in RFI.
8. Contractor's signature
9. Requested date for response
10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop
Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.
C. RFI Form: Complete RFI Form on Project Website as follows:
1. Enter general information at the top of the form.
2. Under the "Action" section at the bottom of the form, select "Question" then select "CMR" in drop-down of "Send to" box.
3. Enter details of question and attach related documents.
4. Select "Submit Form" at bottom of page.
D. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine critical nature of each RFI and issue response accordingly.
1. The following are not considered to be RFIs and will receive no action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods.
d. Requests for coordination information already indicated in Contract Documents.
e. Requests for adjustments in Contract Time or Contract Sum.
f. Requests for interpretation of Architect's actions on submittals.
g. Incomplete RFIs or inaccurately prepared RFIs.
2. Contracting Officer's action may include a request for additional information; time for response will date from time of receipt of additional information.
3. Contracting Officer's action on RFIs may result in need for a change to Contract Time or
Contract Sum. All contract changes will be processed following terms and conditions of contract.
PAIS 306809 01 31 00 - 6
1.6 PROJECT WEB SITE
A. Use the project website for communication throughout contract period on:
1. Project directory
2. Project correspondence
3. Meeting agendas and minutes
4. Contract modifications forms and logs
5. RFI form and processing
6. Task and issue management
7. Photo documentation
8. Baseline schedule, schedule updates and calendar management
9. Submittal form and processing
10. Payment coordination documentation
11. Drawing and specification document hosting, viewing, and updating
12. Online document collaboration
13. Reminder and tracking functions
14. Archiving functions
15. Notification of submittal and RFI statuses and current responsible party
16. Permits and addendums
B. Some documents are not suitable to be shared using the project website. Documents containing
Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared and shall be coordinated with Project team as appropriate.
1.7 PROJECT MEETINGS
A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. Meeting agenda will include the following as a minimum:
1. Roles & Responsibilities / Lines of Authority
2. Park rules and regulations
3. Jobsite Safety
4. Resolution of comments on required Division 01 documents
5. Coordination of Subcontractors
6. Labor law application
7. Modifications
8. Payments to Contractor
9. Payroll reports
10. Contract time
11. Liquidated damages
12. Contractor Performance Evaluation
13. Display of Hotline posters
14. Notice to proceed
15. Correspondence procedures
16. Project website
17. Acceptance/rejection of work
18. Progress meetings
19. Submittal procedures
20. CQC Accessibility Inspections and final inspection
PAIS 306809 01 31 00 - 7
21. Environmental requirements
22. Permit requirements
23. As-constructed drawings/operation and maintenance (O&M) manuals.
24. Saturday, Sunday, holiday and night work.
25. Reference materials
26. Value engineering
27. Schedule of Values
B. At the above meeting or independently, an on-site pre-construction meeting will be held to review all NPS regulations that pertain to the work area and project. Attendees will include COR, Safety
Officer (CDSO or designee), Resources Management, PIO (or designee), and Law Enforcement representative.
C. Progress Meetings: Contracting Officer will schedule weekly meetings with Contractor.
1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. Participants at meeting shall be familiar with Project and authorized to conclude matters relating to the
Work.
2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Meeting agenda will include:
a. Approval of minutes of previous meetings
b. Submittal status
c. Review of off-site fabrication and delivery schedules.
d. Requests for information (RFI) and other issues.
e. Modifications
f. Work in progress and projected.
1) Status of required inspections (Special Inspections, Accessibility, etc.)
g. Inspections of work in progress and projected (Special inspections, Accessibility, etc.)
h. Construction Schedule update (provide updated Critical Path Method (CPM)).
i. Status of Project Record Drawings and O&M manuals.
j. Other business relating to work.
k.…
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