B08_Section_J_Attachment_1_Specifications_06-27-22_1.pdf
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- DOI MATOC ONLY - BISC 251091, Attachments 1-3 Federal contract opportunity
- Solicitation number
- 140P2022R0152
About this file
This document provides plans and specifications for the BISC 251091 Roofing Replacement & Pavilion Structure project to be issued through the Department of Interior Multiple Award Task Order Contract (MATOC) for construction services in Florida. Key details include that the project involves re-roofing three buildings and constructing a new structure at the Biscayne National Park in Homestead, Florida. The anticipated solicitation date is July 15, 2022 and will be issued to the pre-qualified MATOC vendors in Florida. Due to file size restrictions, the full plans and specifications are provided for vendor review but proposals must be submitted through the MATOC portal.
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| B08_Section_J_Attachment_2_Drawings_06-27-22_1.pdf | ||
| B08_Section_J_Attachment_3_Product_File_06-03-22_1.pdf |
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BISCAYNE NATIONAL PARK
HOMESTEAD, FLORIDA
ROOFING REPLACEMENT
BISC
PMIS NO. 251091
PROJECT SPECIFICATIONS
FINAL CONSTRUCTION DOCUMENTS
NATIONAL PARK SERVICE
DENVER SERVICE CENTER
June 27, 2022
6/27/202206/27/22
Issued: June 27, 2022
BISC 251091 00 01 10 - 1
Table of Contents
SECTION 00 01 10 - TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.1 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS
A. 00 01 10 - Table of Contents
SPECIFICATIONS
2.1 DIVISION 01 -- GENERAL REQUIREMENTS
A. 01 11 00 - Summary of Work B. 01 26 01 - Contract Modification Procedures C. 01 27 00 - Definition of Contract Line Items D. 01 31 00 - Project Management and Coordination E. 01 32 16 - Construction Schedule F. 01 32 33 - Photo Documentation G. 01 33 23 - Submittal Procedures H. 01 35 13.22 - Archeological Protection I. 01 35 23 - Safety Requirements J. 01 35 91 - Historic Preservation Treatment K. 01 40 00 - Quality Requirements L. 01 42 00 - Reference Standards M. 01 50 00 - Temporary Facilities and Controls N. 01 57 23 - Under-an-Acre Pollution Prevention O. 01 67 00 - Product Requirements P. 01 73 40 - Execution Q. 01 74 19 - Construction Waste Management and Disposal R. 01 77 00 - Closeout Procedures S. 01 78 23 - Operation and Maintenance Data T. 01 79 00 - Demonstration and Training
2.2 DIVISION 02 -- EXISTING CONDITIONS (NOT USED)
A. 02 41 00 - Demolition
2.3 DIVISION 03 -- CONCRETE (NOT USED)
2.4 DIVISION 04 -- MASONRY (NOT USED)
2.5 DIVISION 05 -- METALS (NOT USED)
2.6 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES
A. 06 10 00 - Rough Carpentry B. 06 16 00 - Wood Sheathing
BISC 251091 00 01 10 - 2
Table of Contents
C. 06 20 00 - Finish Carpentry
2.7 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
A. 07 31 13 - Asphalt Shingles B. 07 32 16 - Concrete Roof Tiles C. 07 41 13 - Metal Roof Panels D. 07 62 00 - Sheet Metal Flashing and Trim E. 07 92 00 - Joint Sealants
2.8 DIVISION 08 -- OPENINGS (NOT USED)
2.9 DIVISION 09 -- FINISHES
A. 09 91 13 - Exterior Painting
2.10 DIVISION 10 -- SPECIALTIES (NOT USED)
2.11 DIVISION 11 -- EQUIPMENT (NOT USED)
2.12 DIVISION 12 -- FURNISHINGS (NOT USED)
2.13 DIVISION 13 -- SPECIAL CONSTRUCTION
A. 13 46 13 - Lightning Protection for Structures
2.14 DIVISION 14 -- CONVEYING EQUIPMENT (NOT USED)
2.15 DIVISION 15 -- RESERVED (NOT USED) (FOR MECHANICAL, SEE DIVISIONS 21, 22,
AND 23)
2.16 DIVISION 16 -- RESERVED (NOT USED) (FOR ELECTRICAL, SEE DIVISIONS 25, 26,
27, 28, AND 29)
2.17 DIVISION 17 -- RESERVED (NOT USED)
2.18 DIVISION 18 -- RESERVED (NOT USED)
2.19 DIVISION 19 -- RESERVED (NOT USED)
2.20 DIVISION 20 -- RESERVED (NOT USED)
2.21 DIVISION 21 -- FIRE SUPPRESSION (NOT USED)
2.22 DIVISION 22 -- PLUMBING (NOT USED)
2.23 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) (NOT
USED)
2.24 DIVISION 24 -- RESERVED (NOT USED)
2.25 DIVISION 25 -- INTEGRATED AUTOMATION (NOT USED)
2.26 DIVISION 26 -- ELECTRICAL
A. 26 05 19 - Low-Voltage Electrical Power Conductors and Cables B. 26 05 26 - Grounding and Bonding for Electrical Systems C. 26 05 29 - Hangers and Supports for Electrical Systems D. 26 05 33.13 - Conduit for Electrical Systems E. 26 05 33.16 - Boxes for Electrical Systems
BISC 251091 00 01 10 - 3
Table of Contents
F. 26 05 53 - Identification for Electrical Systems G. 26 24 16 - Panelboards H. 26 28 13 - Fuses I. 26 28 16.16 - Enclosed Switches J. 26 31 00 - Photovoltaic Collectors K. 26 43 00 - Surge Protective Devices
2.27 DIVISION 27 -- COMMUNICATIONS (NOT USED)
2.28 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY (NOT USED)
2.29 DIVISION 29 -- RESERVED (NOT USED)
2.30 DIVISION 30 -- RESERVED (NOT USED)
2.31 DIVISION 31 -- EARTHWORK (NOT USED)
2.32 DIVISION 32 -- EXTERIOR IMPROVEMENTS (NOT USED)
2.33 DIVISION 33 -- UTILITIES (NOT USED)
END OF SECTION 00 01 10
BISC 251091 01 11 00 - 1
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
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location: Biscayne National Park (BISC), Homestead, Florida. Will be performed offshore on Boca Chita Key.
B. Project Name: BISC 251091 Roofing Replacement.
C. The Work consists of:
1. The re-roofing of three buildings: Barn/Garage, Pavilion and Chapel.
2. A new roof structure at the Pavilion.
3. Additional related work at the Barn/Garage which includes new solar panels including all associated infrastructure and miscellaneous additional items related to an existing rainwater capture system and shoring of an existing chimney (interior).
D. Project will be constructed under a single prime contract.
1.3 CONTRACTOR USE OF SITE
A. General: Contractor shall have limited use of site for construction operations. Limit use of premises to work in areas 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 at each building in this scope of work and paths of travel for construction as noted in the Drawings.
2. No site disturbance beyond limited surface of site disturbance as noted in Drawings.
B. Storage of Materials: Confine storage of materials to designated staging area as identified on the Drawings.
1. Material stockpile shall be protected with lockable security fencing, with barbed wire or other protection at top to discourage climbing. Materials may be offloaded from barge but barge must not dock overnight.
C. Stockpiling: Confine stockpiling to staging area as identified on the Drawings.
D. Preservation of Natural Features:
1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.
2. Provide temporary barriers to protect existing trees and plants and root zones.
BISC 251091 01 11 00 - 2
SUMMARY OF WORK
3. 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.
4. Do not fasten ropes, cables, or guys to existing trees.
5. Carefully supervise construction operations near trees to prevent damage.
E. Island Access/Restrictions: Keep harbor boardwalk and landing craft access serving Boca Chita Key clear and available to Government employees, and emergency water craft at all times.
1. Schedule deliveries from the mainland to minimize space and time requirements for storage of materials and equipment on-site.
2. Vessel Size: Vessel size is limited by size of tie up area and depth of water at low tide in this area.
F. Construction Camp: Establishment of a camp within park will not be permitted.
1.4 PUBLIC USE OF SITE
A. The area noted on the Drawings will be closed to the public during construction; however, Boca
Chita Key will be open to the public for the entire length of construction.
B. Contractor shall conduct his operations to ensure the least inconvenience to public. Paved path closures may be permitted, when required, upon specific approval of Contracting Officer for a maximum of four hours.
1.5 OCCUPANCY REQUIRMENTS FOR BUILDINGS
A. Existing Buildings
1. No Government Occupancy: Government will not occupy the buildings involved in this scope of work during the entire construction period. Government will occupy premises of Boca Chita Key during entire construction period, with exception of areas under construction. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform Work so as not to interfere with Government’s operations.
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 unless stated in the Work Restrictions below or without prior consent from the Contracting Officer. Submit requests 2 business/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 8 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated.
1. Weekend Hours: No weekend hours permitted
2. Early Morning Hours: May be accessed during daylight hours only
BISC 251091 01 11 00 - 3
SUMMARY OF WORK
B. Existing Utilities:
1. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.
a. Existing utilities are very limited and are not public utilities. Existing infrastructure for electrical exists between location of solar equipment in Barn/Garage to restroom building and other electrical items around the harbor.
C. 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 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 on using
Project Website.
B. This area is prone to hurricanes and severe weather. The contractor is responsible for taking appropriate precautions and meeting all OHSA and Park safety standards with regards to inclement weather. The Park will provide a severe weather protocol and evacuation procedure to the contractor prior to work beginning. Hurricane season is considered June 1st through November 30th with the peak months being August, September and October. The contractor is responsible for providing a hurricane plan that follows the park severe weather protocol and evacuation procedure while also addressing removing from or securing the project site to prevent items such as fencing, building materials, construction equipment, etc. from becoming airborne during a severe weather event.
C. The contractor is responsible for maintaining a safe vicinity around the work site and shall re-direct visitors with appropriate signage and deterrents during the course of the work.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION 01 11 00
BISC 251091 01 26 01 - 1
CONTRACT MODIFICATION PROCEDURES
SECTION 01 26 01 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. The work of this section consists of administrative and procedural requirements for contract modifications.
1.2 DEFINITIONS AND ALLOWANCES
A. Home Office Overhead: Those 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 the preparation of modifications will not be allowed. The 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, 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
7. Personal vehicles i.e. Superintendent Pickup trucks
BISC 251091 01 26 01 - 2
CONTRACT MODIFICATION PROCEDURES
C. General Requirements: These are 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 power
14. Shipping Containers for site storage
D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on the 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: This is the hourly rate paid directly to the worker
b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that 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) FUTA– Cap Rate and percentage to be proportionally allocated over one year.
5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.
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
BISC 251091 01 26 01 - 3
CONTRACT MODIFICATION PROCEDURES
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 the contractor from claims resulting from bodily injury or property damage to a third party. Include this 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 that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.
H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is 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. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.
a. The proposal must 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 that that 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 Gov’t provided form.
2. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction Schedule”, for time impact analysis requirements. TIA and associated costs must 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 the right for additional time and no time extension will be allowed.
3. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.
4. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS. All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.
5. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.
BISC 251091 01 26 01 - 4
CONTRACT MODIFICATION PROCEDURES
B. Labor:
1. Contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work. Any work proposed that will require overtime work or premium pay shall be itemized separately. All 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, 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. The labor cost for foremen shall only be costs for related work required for the modification.
C. Materials:
1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all 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 the NPS.
D. Equipment:
1. Equipment used for the project must be appropriately sized for the 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 must be broken out separately.
3. Regardless of ownership, the rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:
a. 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.
4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per 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 the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.
6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then ½ of the 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, the established standby rate shall apply from the first day of the delay.
BISC 251091 01 26 01 - 5
CONTRACT MODIFICATION PROCEDURES
8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment that is 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:
a. Overhead………………10% Profit…………… ……..10%
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, than the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par 1.3,E,1 above). It is the responsibility of the partners to decide on the division of revenue.
4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, the overhead and profit mark-ups are required on the 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.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION 01 26 01
BISC 251091 01 27 00 - 1
DEFINITION OF CONTRACT LINE ITEMS
SECTION 01 27 00 - DEFINITION OF CONTRACT LINE ITEMS
PART 1 - GENERAL
1.1 SUMMARY
A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cut-off points where one item ends and another begins.
B. If no contract line item exists for a portion of the work, include the costs in a related item.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 LIST OF CONTRACT LINE ITEMS
A. Contract Line Item No. 1 - Barn
1. Barn: This item consists of the reroofing of the Barn with corrugated metal roofing, installation of new solar panels on the roof with all associated infrastructure for this system and work on the existing rainwater capture system.
2. Measurement for payment will be based upon construction progress.
3. Payment will be made periodically based on progress against the contract lump sum price.
B. Contract Line Item No. 2 - Pavilion
1. Pavilion: This item consists of reroofing of the Pavilion with concrete tile and a new wood structure to support the roof.
2. Measurement for payment will be based upon construction progress.
3. Payment will be made periodically based on progress against the contract lump sum price.
C. Contract Line Item No. 03 - Chapel
1. Chapel: This item consists of reroofing of the Chapel with asphalt shingles.
2. Measurement for payment will be based upon construction progress.
3. Payment will be made periodically based on progress against the contract lump sum price.
END OF SECTION 01 27 00
BISC 251091 01 31 00 - 1
PROJECT MANAGEMENT AND
COORDINATION
SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 SUMMARY
A. This 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. NPS/DSC SharePoint Project Website (or other means as directed by the Contracting
Officer).
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.
1.2 CONSTRUCTION COORDINATION
A. Coordination: Coordinate construction operations included in different Sections of the
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 the 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.
3. Make adequate 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 all 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.
BISC 251091 01 31 00 - 2
PROJECT MANAGEMENT AND
COORDINATION
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, the following:
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.
1.3 SUBMITTALS
A. Division 01 documents: The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.
1. Letter designating Project Superintendent.
2. Construction Schedule.
3. A comprehensive breakdown of the Schedule of Values.
4. Accident Prevention Plan.
5. A list of Subcontractors for this project.
6. Written statements from subcontractors certifying compliance with applicable labor standard clauses.
7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the
Contactor and all subcontractors.
8. Waste Management Plan.
9. Quality Control Plan including Contractor Qualifications and experience working on
Historic Preservation projects.
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.
14. Transport/Landing Plan
15. Hurricane Preparation/Safety/Evacuation Plan
16. 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.
B. All items listed must be provided to the Contracting Officer before the Pre-Construction Conference is held. 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 will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.
BISC 251091 01 31 00 - 3
PROJECT MANAGEMENT AND
COORDINATION
1.4 REQUESTS FOR INFORMATION (RFIS)
A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI utilizing the form created on the NPS/DSC SharePoint Project website (or other means as directed by the Contracting Officer).
1. CO 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 the RFI: Include a 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. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the 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 the RFI Form on the NPS/DSC SharePoint website (or other means as directed by the Contracting Officer) as follows:
1. Enter the 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 the drop-down of the “Send to” box.
3. Enter the details of the question and attach related documents.
4. Select “Submit Form” at the bottom of the page.
D. Contracting Officer’s Action: CO will review each RFI, determine action required, and respond. CO will determine the critical nature of each RFI and issue a 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 the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum.
f. Requests for interpretation of Architect's actions on submittals.
g. Incomplete RFIs or inaccurately prepared RFIs.
2. CO's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.
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3. CO's action on RFIs may result in the need for a change to the Contract Time or the Contract Sum. All contract changes will be processed following the terms and conditions of the contract.
1.5 PROJECT WEB SITE (TBD)
A. Use the NPS/DSC SharePoint Project website, or other means as directed by the Contracting
Officer, for communication throughout the contract period. The NPS/DSC SharePoint Project website (or other means as directed by the Contracting Officer) will be used for the following functions:
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 however are not suitable to be shared using the NPS/DSC SharePoint Project website (or other means as directed by the Contracting Officer). Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared using the NPS/DSC SharePoint Project website (or other means as directed by the Contracting Officer) and shall be coordinated with the Project team as appropriate.
C. Submit to the CO a list of all employees who will need access to the website. The users will receive an invitation to register from the Department of Interior (DOI). Once the user is registered on the DOI website, they will be given access to the NPS/DSC SharePoint Project website (or other means as directed by the Contracting Officer). For login procedures and other information, refer to the Workflows website at http://www.nps.gov/dscw/precon_spproj.
D. All users will be required to have the following software packages:
1. Internet Explorer version 7 or later.
2. Adobe Acrobat Professional (Pro) version 9 or later
1.6 PROJECT MEETINGS
A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. The meeting agenda will include the following as a minimum:
1. Roles & Responsibilities/ Lines of Authority.
2. Park rules and regulations.
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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. NPS/DSC SharePoint Project website (or other means as directed by the Contracting
Officer).
17. Acceptance/rejection of work.
18. Progress meetings.
19. Submittal procedures.
20. Section 106 Compliance and Mitigation
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. Progress Meetings: The Contracting Officer will schedule weekly meetings with the 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 at these meetings.
All participants at the meeting shall be familiar with the 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. The meeting agenda will include the following:
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,
h. Construction Schedule update (provide updated CPM).
i. Status of Project Record Drawings and O&M manuals.
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j. Other business relating to work.
k. Permit requirements.
C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise CO of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility requirements.
k. Time schedules.
l. Weather limitations.
m. Manufacturer's written instructions.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of agency(ies) with jurisdiction.
t. Testing and inspecting requirements.
u. Installation procedures.
v. Coordination with other work.
w. Required performance results.
x. Protection of adjacent work.
y. Protection of construction and personnel.
3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.
5. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.
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1.7 ENVIRONMENTAL COORDINATION
A. Contractor’s Environmental Manager: Designate an on-site party responsible for overseeing the
Contractor’s conformance to environmental goals for the project and implementing procedures for environmental protection.
1. Qualifications: Minimum 3 years Construction experience on projects of similar size and scope; with environmental procedures similar to those of this project; ; must be familiar with environmental regulations applicable to construction operations.
2. The Environmental Manager may have other job duties, in addition to serving in this role.
3. Responsibilities: Responsibilities shall include:
a. Compliance with applicable Federal, State, and local environmental regulations, including maintaining required documentation.
b. Implementation of the Waste Management Plan(WMP).
c. Implementation of the Storm Water Pollution Prevention Plan(SWPPP).
d. Present an overview of environmental issues and summarize site specific procedures relating to management plans at the Preconstruction conference.
e. Training for Contractor personnel in accordance with their position requirements.
f. Monitoring and documentation of environmental procedures.
B. Perform project quality control in accordance with requirements specified in Related Sections, including:
1. Quality Requirements.
2. Regulatory Requirements.
3. Noise & Acoustics Management.
4. Temporary Storm Water Pollution Prevention Environmental Management.
5. Construction Waste Management.
C. Contractor’s Environmental Training Program: Contractor shall provide environmental training for workers performing work on the project site. Training shall include the following:
1. Overview of environmental issues related to the building industry.
2. Overview of environmental issues related to the Project.
3. Review of site specific procedures and management plans:
a. Construction Waste Management.
b. Section 106 Compliance and Mitigation
c. Noise & Acoustics Management.
d. Temporary Storm Water Pollution Prevention.Pollution prevention (P2) means
"source reduction," as defined under the Pollution Prevention Act, and other practices that reduce or eliminate the creation of pollutants. The U.S. EPA administers a variety of Pollution Prevention (P2) programs. For information on P2 practices, initiatives, and programs administered by EPA and other organizations, refer to http://www.epa.gov/p2.Site Disturbance One Acre and Less: Contractor shall provide evidence of participation in P2 programs.Site Disturbance Greater Than One Acre:
Contractor shall provide evidence of participation in P2 programs and shall provide evidence of P2 training in accordance with US EPA programs.
4. Compliance with environmental regulations: As specified in Regulatory Requirements.
Submit Contractor 40 CFR employee training records upon request of Contracting Officer.
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D. Provide documentation for environmental procedures as specified herein and in accordance with approved Waste Management Plan, IAQ Management Plan, and Storm Water Pollution Prevention Plan.
1.8 PERMITS
A. General:
1. Permits and Responsibilities: The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the work.
2. For the purpose of this contract the Contractor will not be considered an agent of the Government. Therefore the Contractor will comply with the appropriate Federal, State and local laws.
B. Coordination with Agency(ies) with Jurisdiction Issuing Permits
1. Coordination: Contact the Agency(ies) with Jurisdiction as needed and sufficiently in advance to avoid delaying the work: Coordinate meetings, reporting requirements, inspections, or any other requirements.
C. Administrative Procedures:
1. Coordinate scheduling and timing of required administrative provisions of project permits with Agency(ies) with Jurisdiction, Construction Manager, and Park to avoid conflicts and to ensure orderly execution of the Work.
2. Supply all needed information to Agency(ies) with Jurisdiction issuing permits, pay any fees required and provide all material needed to comply with the permit’s conditions and provisions.
3. Upload permits to the NPS/DSC SharePoint project website (or other means as directed by the Contracting Officer) when the permits are obtained.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION 01 31 00
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SECTION 01 32 16 - CONSTRUCTION SCHEDULE
PART 1 - GENERAL
1.1 SUMMARY
A. This Section consists of Construction Schedule requirements including but not limited to the following:
1. Schedule of Values
2. Construction Schedule Requirements.
3. Construction Schedule Updates.
4. Time Impact Analysis.
B. Purpose: The purpose of the Construction Schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. The Construction Schedule will assist the Contractor and Contracting Officer in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment.
1.2 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.
1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. Cost Loading: The allocation of the Schedule of Values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by the Contracting Officer.
C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.
D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.
E. Float: The measure of leeway in starting and completing an activity.
1. Float: Float is not for the exclusive use or benefit of either the Government or the
Contractor but is jointly owned.
2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.
3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.
F. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled.
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G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.
1.3 SUBMITTALS
A. Electronic Copies: All schedules and reports submitted shall be posted on the NPS DSC
SharePoint project website (or other means as directed by the Contracting Officer), provided in the native electronic file format. It is the intent of the Government to limit the number of printed reports to only those reports determined by the project team to be essential.
B. Schedule of Values: After contract award and before the Pre-Construction conference submit a schedule of dollar values based on the Contract Price Schedule.
C. Construction Baseline Schedule: After contract award and before the Pre-Construction conference, submit two paper copies of baseline schedule, large enough to show entire schedule for entire construction period.
D. CPM Reports: Concurrent with CPM schedule, submit three paper copies of each of the following computer-generated reports. Format for each activity in reports shall contain activity number, activity description, resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.
1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known.
2. Logic Report: List of predecessor and successor tasks for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known.
3. Total Float Report: List of all activities sorted in ascending order of total float.
E. Construction Schedule Updates: On or before the 7th day preceding the progress payment request date, submit estimates of the percent completion of each schedule activity and necessary supporting data. Provide two paper copies.
F. Construction Schedule Revisions and Time Impact Analysis: For each Construction Schedule revision submit two paper copies of a Time Impact Analysis. Each Time Impact Analysis shall include a Fragmentary Network (Fragnet), incorporated into the currently accepted Construction Schedule, demonstrating how the Contractor proposes to incorporate a modification, change, delay, or Contractor request.
1.4 QUALITY ASSURANCE
A. The Contractor shall meet with the Contracting Officer on the day of the preconstruction conference to go over the following:
1. Review software limitations, content and format for reports.
2. Verify availability of qualified personnel needed to develop and update schedule.
3. Discuss constraints, including phasing, work stages, interim milestones and partial
Government occupancy.
4. Review delivery dates for Government-furnished products.
5. Review schedule for work of separate Government contracts.
6. Review time required for review of submittals and re-submittals.
7. Review requirements for tests and inspections by independent testing and inspecting agencies.
8. Review time required for completion and startup procedures.
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9. Review time required for obtaining and activating permits.
10. Review and finalize list of construction activities to be included in schedule.
11. Review baseline schedule comments, resolve issues and progress on incorporating them
12. Review procedures for updating schedule.
13. Discuss reporting requirements and establish a protocol for naming and transmitting electronic schedules.
B. Contractor's Schedule Representative: Before or at the preconstruction conference, designate an authorized representative to be responsible for the preparation and maintenance of the Construction Schedule. A resume outlining the qualifications of the Scheduler shall be submitted to the Contracting Officer for acceptance.
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