B08_Attach_(1)KALA_248432_FINAL_SPECS.pdf

KALAUPAPA NATIONAL HISTORICAL PARK

ISLAND OF MOLOKAI, HAWAI’I

CONSTRUCT NEW FUEL STORAGE AND

DISPENSING SYSTEM

PMIS No: 248432

100% DESIGN SUBMITTAL

NATIONAL PARK SERVICE

PACIFIC WEST REGION

5 April 2024 warren Snapshot

TABLE OF CONTENTS

01 11 00 Summary of Work

01 11 40 Work Restriction

01 27 00 Definition of Contract Line Items

01 31 00 Project Management and Coordination

01 32 16 Construction Schedule

01 33 23 Submittal Procedures

01 35 13.22 Archaeological Protection

01 35 23 Safety Requirements

01 40 00 Quality Requirements

01 42 00 References

01 50 00 Temporary Facilities and Controls

01 57 19.12 Noise and Acoustical Management

01 57 23 Temporary Storm Water Pollution Prevention

01 67 00 Product Requirements

01 73 40 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 78 23 Operation and Maintenance Data

01 79 00 Demonstration and Training

02 41 00 Demolition

03 30 00 Cast-In-Place Concrete

05 12 00 Structural Steel

07 41 63 Metal Roof Panels

09 90 00 Painting

26 00 00 Common Work Results for Electrical

26 05 13 Medium-Voltage Cables

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 29 Hangers and Supports for Electrical Systems

26 05 33 Raceways and Boxes for Electrical Systems

26 05 43 Underground Ducts and Raceways for Electric Systems

26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling

26 05 48.16 Seismic Controls for Electrical Systems

26 05 53 Identification for Electrical Systems

26 05 73.13 Short-Circuit Studies

26 05 73.19 Arc-Flash Hazard Analysis

26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage Transformers

26 24 16 Panelboards

26 27 13 Electric Metering

26 27 26 Wiring Devices

26 28 16 Enclosed Circuit Breakers

27 00 00 Common Work Results for Communications

27 05 26 Grounding and Bonding for Communications Systems

27 05 43 Underground Pathways and Structures for Communication Systems

27 05 53 Identification for Communications Systems

30 12 00 Earth Moving

31 10 00 Clearing and Grubbing

32 11 23 Aggregate

33 56 10 Factory-Fabricated Fuel Storage Tanks and Accessories

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SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Contractor use of premises.

3. Public use of site.

4. Contractor use of Park equipment.

5. Work Restrictions.

6. Special Construction Requirement.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Kalaupapa National Historical Park, Molokai, Hawaii.

B. The Work consists of the following:

1. This project is to clear existing site and install new above ground fuel storage tanks and footings, dispensing/tracking system, concrete pad and shelter, mechanical connections, overhead data from the police headquarters building to the existing utility pole across the fuel farm site, extend data and electrical service underground to fuel farm site, transformer, electrical connections, lights, bollards, and compacted aggregate access road.

C. Project will be constructed under a single prime contract.

1.3 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Storage of Materials: Confine storage of materials to area designated by the Contracting

Officer.

C. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees, grass, and plants, at no additional expense to the Government.

2. Provide temporary barriers to protect existing trees and plants and root zones.

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed-on roots and branches that interfere with construction.

4. Do not fasten ropes, cables, or guys to existing trees.

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5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

D. Preservation of Cultural Features:

1. No work shall occur outside the project area limits due to the presence of cultural features. Be aware of cultural features surrounding the project area and avoid picking up or moving artifacts, including traditional Hawaiian artifacts and historic artifacts.

2. Contractor shall not move rocks or boulders (manually or with machine) surrounding the project area. All inquiries regarding potential impact to archaeological sites shall be directed to the park archaeologist or cultural resource manager.

3. The Contractor shall notify the park archaeologist or cultural resource manager of any changes to the scope of work that may affect cultural resources (i.e. ground disturbance, change in staging area, etc.). In the event that ground disturbance is necessary outside the project area limits, the contractor shall ensure that either the park archaeologist or cultural resource manager are present to monitor for subsurface cultural items or indications.

4. Archaeology Protection: Comply with the requirements specified in Section 01 35 13.22.

E. Construction Camp: Establishment of a camp within the park will not be permitted.

F. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the 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.

G. Harbor Restrictions: The barge service to Kalaupapa NHP will take place anytime between

June and august depending on the weather, wave conditions, and tides. The Contractor shall coordinate with the Park and remove equipment, material, and vessels from the dock and harbor area as necessary to facilitate the Park operations. The barge service shall be arranged and paid for by the contractor.

H. Wave Conditions: Kalaupapa Harbor is subject to the North Pacific Swell from October to

May, making the harbor unusable. Waves vary from five (5) to twenty (20) feet high and arrive every ten (10) to twenty (20) seconds. Outside this period, waves are variable but generally low. The Contractor shall make his own determination regarding when construction activity may take place during the construction period.

1.4 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, except for State of Hawaii and Federal

Holidays. Work outside of these hours requires written CO discretionary approval.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation. Contracting Officer must be notified a minimum of

15 days prior to starting excavation work.

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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 three days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Utility outages will be limited to 4 hours duration.

D. Smoking Restrictions: Smoking is not permitted within any building or within 25 feet of entrances, operable windows, outside air intakes, or fuel storage areas.

1.5 SPECIAL CONSTRUCTION REQUIREMENTS

A. Access to site is limited to small commercial aircraft and by foot from top side utilizing the Pali trail.

B. Contractor and subcontractor personnel are visitors to Kalaupapa Settlement and must comply with written State of Hawaii, Department of Health Kalaupapa Settlement Rules for visitors. A copy of the rules is attached at the end of Division 1 for your reference. Refer to Attachment A and Attachment B.

C. Names of all contractor and subcontractor personnel and their specific dates of entry and departure from the Park must be provided for the issuance of passes by the settlement administrator. Such notification must be a minimum 10 working days prior to their arrival.

Upon arrival contractor and sub personnel must present a picture identification to the settlement administrator to obtain a pass. Failure to obtain passes because of lack of notification, presentation of a picture identification, and/or refusal of entry by the settlement administrator shall not affect contract price or time of completion. Expulsion of contractor and subcontractor personnel from the settlement by the State administrator for breaches of the rules or misconduct shall not affect contract price or time of completion.

D. Contractor and subcontractor personnel shall comply with Park’s emergency response requirements.

E. Lodging and Dining facilities:

1. Lodging will be provided by the government at no cost to the contractor and subcontractors. There are no dining facilities outside the kitchen that will be provided as part of lodging. The contractor shall bring in their own food, cookware, and bedding. Contractor and subcontractor personnel who are lodging and preparing food in their quarters must transport all their trash out of Kalaupapa for disposal, except for food waste which will be picked-up by the Park for composting.

F. Medical facilities are not available in the Park.

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G. Contractor and subcontractor personnel may not purchase from the State operated patient’s store except for one soft drink and two candy bars per person, per day.

H. U.S. Postal Service is available Monday through Friday, from 7:00 a.m. through 10:00 a.m.

only.

I. All fuel, lubrication, auto fluids are not available for distribution, and if needed must be transported in.

J. Transportation of building materials, equipment and vehicles is in the time period listed in the

Harbor Restriction by barge. The Contractor shall arrange for all freight, shipping, or barge delivery of materials, equipment, and vehicles to/from Kalaupapa. Small cargo can be transported by air. All transportation arrangements and costs shall be the responsibility of the contractor.

PRODUCTS (Not Used)

PART 2 - EXECUTION (Not Used)

END OF SECTION 01 11 00

KALA - 248432 01 11 40-1

WORK RESTRICTIONS

SECTION 01 11 40 - WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENT

A. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of Park roads and traffic.

B. Permission to interrupt any road, trail, campground or other area or utility service shall be requested in writing a minimum of 7 calendar days prior to the desired date of interruption.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

A. Activity Regulations

1. Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in these lists.

2. No Smoking Policy

Smoking is prohibited inside or outside within 25 feet of any buildings in the

Park. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

B. Park Regulations

The Contractor must comply with the following rules and conditions:

1. Ensure that its personnel, contractors or subcontractors working in the Park become familiar with and obey all regulations, wear hard hats in designated areas, do not enter any restricted areas unless required to do so and until cleared for such entry. See Attachments A and B following this section for additional requirements.

2. Ensure equipment shall be conspicuously marked for identification.

3. The Contractor will restrict employees/representatives to the work site and control travel directly to and from the work site.

4. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.

5. Control and security of Contractor-owned equipment and materials at the work site. Report immediately missing/lost/stolen property to the Chief Park Ranger at 808-567-6802 extension 25, or National Park Dispatch at 808-985-6170. Cell

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phone service is not available at Kalaupapa NHP. Some calls can be made via wifi, and there are a couple of hot spots depending on carrier.

6. Vehicles

a. Rules of the Road: All vehicles will comply with posted traffic regulations, including speed limits and double-yellow center lane markings. Vehicles shall take every safe opportunity to use paved roadside pullouts in order to allow faster moving traffic to pass. Failure to comply with traffic regulations will result in a citation being issued to the driver.

b. Vehicle Exhaust: All vehicles will be properly maintained to insure that the exhaust produced is within legal limits. Effects of excessive vehicle exhaust may be subject to enforcement of State and Federal laws regarding emissions as well as those regarding threatened and endangered species.

c. Spills: Contractor shall be responsible for any cleanup efforts required in accordance with 40 CFR and all applicable state environmental quality laws regarding disposal and cleanup of hazardous/industrial wastes. Contractor must immediately notify the Park of spills.

d. Commercial Vehicle Safety Inspections: The Contractor, employees, contractors, and subcontractors shall fully cooperate regarding safety inspections of commercial vehicles within the Park. Commercial vehicle safety inspections are conducted unannounced for employee and visitor safety. Vehicles are checked for safety and mechanical deficiencies and for compliance with current state and federal laws and regulations. Driver licenses and medical certificates are also checked.

e. DOT Compliance: All vehicles are to be compliant with all DOT requirements including but not limited to driver with appropriate license class, medical examiner card as appropriate with license class, carrying 3 triangles or 3 flares, mounted fire extinguisher, and valid DOT safety sticker.

f. Law Enforcement: Law enforcement rangers will intervene if they perceive any unsafe activity. Contractor must immediately comply with any instructions issued by a Park law enforcement ranger.

7. Park Location Conditions

a. Kalaupapa National Historical Park is a remote site located on a peninsula without any road access in / out of the community. The only access is by: 1) hiking a steep rocky 3.1 mile trail with 27 switchbacks dropping 1,664 feet in elevation, 2) small, non-pressurized aircraft 1-2 times per day, 3) barge usually around June when ocean swells are low, and 4) private helicopters charter flights for construction mobilization only. The contractor will need to arrange for all freight, shipping, or barge shipment of materials, equipment, and vehicles in / out of the community at their own expense.

b. Housing with kitchen facilities will be made available for contractor in the

Kalaupapa settlement during the contract period at no cost. The other option is to rent housing “topside” Molokai and hike up / down the Pali trail each day. There are no stores in Kalaupapa, so the contractor will need to bring in all food and supplies.

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c. There is limited heavy equipment available for contractor use in the

Kalaupapa settlement. The contractor shall plan on furnishing (and barging

in) all heavy equipment, vehicles, fuel and oils, scaffolding, etc. to complete the contract.

d. There is no solid waste landfill at Kalaupapa. The National Park Service will allow the use of a conex storage container for all construction debris in between barge deliveries. The contractor shall arrange for removal and disposal of all construction debris, equipment, and vehicles out of the community on the first barge shipment following construction completion at their own expense.

e. The contractor shall be certified, permitted, and equipped to handle entry into a confined space where required.

f. Cell phone service is not available at Kalaupapa NHP. Some calls can be made via wifi, and there are a couple of hot spots depending on carrier.

8. Road & Weight Restrictions

a. All vehicle load, weight and size limitations, as established by State law, apply to vehicles operated on the Park road (36 CFR § 4.11). No loads heavier than 15 tons on the historic Park bridge will be permitted.

b. Vehicle and Equipment Inspections for Invasive Species

The Park is committed to ensuring the protection of natural and cultural resources found within the Park and adjacent park partner lands.

Introduction of non-native species can threaten rare and endangered species or can create new populations of non-native species not traditionally found here. The Contractor is required to inform subcontracts, and suppliers to thoroughly clean vehicles, equipment, supplies, and materials prior to packing and loading. The Park requires Contractor inspections to ensure the non-transport of non-native species PRIOR to arriving at the Park.

1) Vehicles – Required Inspections

Off-Island including from the Mainland All vehicles are required to be inspected.

2) Equipment – Required Inspections

Off-island including from the Mainland All equipment is required to be inspected.

3) Containers – Required Inspections

All containers are required to be inspected. An itemized manifest for each container is required.

From sterile environment when packed with shrink wrap or some other plastic wrapping: need to open container, but not cut wrapping.

Items just packed into container: need to open container and visually inspect items as best as possible.

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Wooden crates packed into a container: need to open container and inspect outside of crates. Contents of crates may be inspected if deemed necessary based on manifest.

4) Construction Materials – Required Inspections (lumber, cement, etc.)

Need to inspect open or closed containers.

On-Island (Molokai) Need to inspect at source site of materials.

9. Emergency Medical and Accident Reporting

a. Medical facilities are not available at the Park. The Contractor shall be responsible for all medical care for personnel and emergency transportation if required.

C. Working Hours

1. Regular working hours shall consist of a 9 hour period, Monday through Friday, excluding Government holidays, beginning at 7:00 AM and ending at 4:00 PM.

D. Work Outside Regular Hours

1. Work outside regular working hours requires Contracting Officer approval.

Make application 7 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION 01 11 40

KALA – 248432 01 27 00-1

DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

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 items or cut-off points where one item ends and another begins.

B. If no contract line item exists for apportion 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. Base Proposal Contract Line Item No. 0001: Above ground fuel storage tanks and dispensing system

1. This item consists of installing new (4) 5,000 gallon above ground fuel storage tanks and

(1) 5,000 gallon above ground diesel tank, footings, dispensing/tracking system, concrete pad and shelter, mechanical connections, underground data from the police station to fuel farm site, extend electrical service underground to fuel farm site, transformer, electrical connections, lights, bollards, and compacted aggregate access road.

2. Measurement for payment will be lump sum.

3. Payment will be made at the contract lump sum price.

B. Proposal Option A: Concrete Access Driveway.

1. This item consists of installing concrete instead of compacted aggregate at access driveway.

2. Measurement for payment will be lump sum.

3. Payment will be made at the contract lump sum price.

END OF SECTION 01 27 00

KALA - 248432 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. Construction Coordination.

2. Shop Drawings.

3. Requests for Information (RFIs).

4. Project meetings.

B. Related Requirements:

1. Section 01 32 16 “Construction Schedule” for preparing and submitting Contractor’s construction schedule.

2. Section 01 33 23 “Submittal Procedures” for preparing and submitting Contractor's shop drawings.

3. Section 01 73 40 “Execution” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

4. 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.

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

KALA - 248432 01 31 00-2

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. Pre-installation conferences.

7. Project closeout 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 Value.

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 Contractor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Storm Water Pollution Prevention Plan.

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, Noticed 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.

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 in the form specified.

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. Project name.

3. Contract number.

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4. Date.

5. Name of Contractor.

6. RFI subject.

7. Specification Section number and title and related paragraphs, as appropriate.

8. Drawing number and detail references, as appropriate.

9. Field dimensions and conditions, as appropriate.

10. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

11. Contractor's signature.

12. Requested date for response.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, shop 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 Forms: Utilize the RFI form that can be downloaded from the Workflows website at http://www.nps.gov/dscw/con_rfi217.htm or Software-generated form with substantially the same content as indicated above, approved by the CO.

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

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 Contractor-generated RFIs will be returned without 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.

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 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.

3. Jobsite Safety.

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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. Acceptance/rejection of work.

17. Progress meetings.

18. Submittal procedures.

19. NPS Final Accessibility Inspection.

20. Environmental requirements.

21. As-constructed drawings/operation and maintenance (O&M) manuals.

22. Saturday, Sunday, holiday and night work.

23. Reference materials.

24. Value engineering.

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.

j. Other business relating to work.

1.6 PERMITS

A. General:

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1. Permits and Responsibilities: Construction Contractor shall, without additional expense to the Government, be responsible for obtaining necessary licenses and permits, and for complying with Federal, State and municipal laws, codes, and regulations applicable to the performance of the work. Construction Contractor shall also be responsible for damages to persons or property that occur as a result of Construction Contractor’s fault or negligence; and for materials delivered and work performed until completion and acceptance of the work.

2. For the purpose of this contract, Construction Contractor will not be considered an agent of the Government. Construction Contractor shall comply with 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 work: Coordinate meetings, reporting requirements, inspections, and other requirements.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 31 00

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CONSTRUCTION SCHEDULE

SECTION 01 32 16 – CONSTRUCTION SCHEDULE

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.

KALA – 248432 01 32 16-2

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.

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 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 electronic copy of baseline schedule, large enough to show entire schedule for entire construction period.

D. CPM Reports: Concurrent with CPM schedule, submit electronic copy 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 electronic file format.

F. Construction Schedule Revisions and Time Impact Analysis: For each Construction Schedule revision submit electronic copy 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.

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2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including phasing.

4. Review time required for review of submittals and re-submittals.

5. Review requirements for tests and inspections by independent testing and inspecting agencies.

6. Review time required for completion and startup procedures.

7. Review and finalized list of construction activities to be included in schedule.

8. Review baseline schedule comments, resolve issues and progress on incorporating them.

9. Review procedures for updating schedule.

10. 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. The Scheduler shall have prepared and maintained at least 5 previous schedules of similar size and complexity similar to this Contract, demonstrating proficiency in the use of scheduling software. The authorized representative will be responsible for preparing the Baseline Schedule, all required updates, revisions, Time Impact

Analyses, and preparation of reports.

1.5 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate Contractors.

B. Cross Reference Construction Baseline Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. In developing the Construction Baseline Schedule, ensure that the barge schedule, Subcontractor’s work at all tiers, as well as the prime Contractor’s work, is included and submit memoranda, referenced in specification 01 31 00 Section 1.2.B.

2. Secure time commitments for performing critical elements of the Work from parties involved.

3. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 - PRODUCTS

2.1 SCHEDULE OF VALUES

A. Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the component work activities for each lump-

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sum item. Do not include mobilization, general condition costs, overhead or profit as a separate item.

B. Do not break down unit price items. Use only the contract price for unit price items.

C. The total cost of all items shall equal the contract price. The Schedule of Values will form the basis for progress payments.

D. An acceptable Schedule of Values shall be agreed upon by the Contractor and Contracting

Officer before the first progress payment is processed.

2.2 CONSTRUCTION SCHEDULE REQUIREMENTS

A. Construction Baseline Schedule: Prepare Construction Baseline Schedule using a computerized, cost and resource-loaded, time-scaled CPM network analysis diagram for the

Work.

1. Develop and finalize Construction Baseline Schedule so it can be accepted for use no later than 30 days after date established for the Notice of Award.

a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates, regardless of Governments acceptance of the schedule.

2. Establish procedures for monitoring and updating Construction Baseline Schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

B. Construction Baseline Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the preliminary CPM network diagram, prepare a skeleton network to identify probable critical paths.

1. Activities: Indicate the estimated duration, sequence requirements, and relationship of each activity in relation to other activities.

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

4. The Construction Baseline Schedule as developed shall show the sequence and interdependence of activities required for complete performance of the work. Ensure all work sequences are logical and the Construction Baseline Schedule shows a coordinated plan of the work.

5. Resource loading of each activity shall include all personnel by labor category and equipment type and capacity proposed to complete the activity in the duration shown.

6. Consider barge schedule and seasonal weather conditions in planning and scheduling all work influenced by high and low ambient temperatures, wind, or precipitation to ensure completion of all work within the contract time.

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7. Time Frame: Proposed duration assigned to each activity shall be the Contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity.

a. An early finish date may be shown but the late finish date must be the same date as the last day of the contract period. An early completion schedule must contain the following:

1) Insert an activity titled “Project Float” as a successor to the last activity in the early project completion schedule network.

2) Add a milestone titled “Contract End Date” as a successor to the activity

“Project Float”.

3) Add duration to the activity “Project Float” as required so the milestone

“Contract End Date” equals the last day of the Contract Period.

b. Contract completion date shall not be changed by submission of a schedule that shows an early completion date.

c. The Contractor shall limit use of lead or lag duration’s between schedule activities.

d. Project Calendars: Develop and incorporate the following calendars:

1) Administrative Calendar: Include a calendar that is based on a 7 day week to be used on any activities that are based on calendar days. Apply this calendar to administrative tasks or any other tasks that are not affected by non-working days (Federal Holidays, weather, etc.).

2) Project Calendar: Include a calendar that is based on the planned work week for the project. Include Federal Holidays, weekends, and any other non-work days indicated in the contract documents. Apply this calendar to activities which are not anticipated to be affected by weather.

3) Weather Calendar: Utilize the Project Calendar and show anticipated normal downtime related to weather as non-working time. Weather days shall be based on data for the local area from a reliable source like the National

Oceanic and Atmospheric Administration (NOAA), National Park Service records, or source acceptable to the Contracting Officer. Apply this calendar to activities that are anticipated to be affected by weather.

e. Activity Duration: Define activities so no activity is longer than 15 days, except for non-construction activities including mobilization, shop drawings and submittals, fabrication and delivery of materials and equipment.

f. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 calendar days, as separate activities in the schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

g. Submittal Review Time: Include review and re-submittal times indicated.

Coordinate submittal review times in Construction Baseline Schedule.

h. Startup and Testing Time: Include not less than 7 days for startup and testing.

i. Substantial Completion: Allow time for Government administrative procedures necessary for certification of Substantial Completion. (For more information, refer to Division 01 Specification 01 77 00 Closeout Procedures.)

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8. Constraints: Include constraints and work restrictions indicated in the Contract

Documents and as follows in schedule, and show how the sequences of the Work is affected.

a. Phasing: Arrange list of activities on schedule by phase.

b. Work Restrictions: Show the effect of the following items on the schedule:

1) Coordination with existing construction.

2) Limitations of continued occupancies.

3) Uninterruptible services.

4) Use of Premises restrictions.

5) Seasonal variations.

6) Environmental control.

c. Work Stages: Indicate importance stages of construction for each major portion of the Work.

1) Subcontract awards.

2) Submittals.

3) Purchases.

4) Fabrication.

5) Deliveries.

6) Installation.

7) Tests and inspections.

9. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, and Substantial Completion.

C. Joint Review, Revision, and Acceptance:

1. Within seven calendar days of receipt of the Contractor's proposed Construction Baseline

Schedule, the Contracting Officer and Contractor shall meet for joint review, correction, or adjustment of the initial Construction Baseline Schedule. Any areas which, in the opinion of the Contracting Officer, conflict with timely completion of the project shall be subject to revision by the Contractor.

2. Within seven calendar days after the joint review between the Contractor and Contracting

Officer, the Contractor shall revise and resubmit the Construction Baseline Schedule in accordance with agreements reached during the joint review.

3. In the event the Contractor fails to define any element of work, activity, or logic, and the

Contracting Officer review does not detect this omission or error, such omission or error, when discovered by the Contractor or Contracting Officer, shall be corrected by the

Contractor within seven calendar days and shall not affect the contract period.

4. Upon acceptance of the Construction Baseline Schedule by the Contracting Officer, save the schedule as a baseline and update on a monthly basis. The construction schedule update will be used to evaluate the Contractor's monthly applications for payment based upon information developed at the monthly Construction Schedule update meeting.

D. Cost Correlation: In the heading of the schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar value of the Work performed as of dates used for preparation of payment request.

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1. Contractor shall assign cost to construction activities on the Construction Baseline

Schedule. Cost shall not be assigned to submittal activities unless specified otherwise but may, with Contracting Officer’s approval, be assigned to fabrication and delivery activities. Costs shall be included for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training (if applicable).

2. Each activity cost shall reflect and accurate value base on the Contract Price Scheudle.

3. Total cost assigned to activities shall equal the total Contract Price.

E. Recovery Schedule: When periodic schedule update indicate the Work is seven or more calendar days behind the current accepted schedule, a separate recovery schedule indicating means by which Contractors intends to regain compliance with the schedule must also be submitted. Indicate changes to working hours, working days, crew sizes, and equipment required to achieve compliance, and date by which recovery will be accomplished.

F. Computer Software: Prepare schedules using a program that has been developed specifically to manage construction schedules.

1. Use Primavera for current Windows operating system.

2. The Contractor shall provide to the Contracting Officer a licensed copy of the software used to create the Construction Baseline Schedule and a software reference manual. The software and reference manual will be returned to the Contractor at completion of the

Contract

PART 3 - EXECUTION

3.1 CONSTRUCTION SCHEDULE UPDATES

A. Progress Meeting Updates: Provide updated schedule information before each weekly progress meeting.

1. Issue updated schedule concurrently with the report of each such meeting. Incorporate construction progress into the currently accepted schedule in a timely manner.

B. Monthly Schedule Updates:

1. General: Update the Construction Schedule on a monthly basis to reflect actual construction progress and activities throughout the entire contract period and until project substantial completion. The status date of each schedule update shall be the 7th day preceding the progress payment request date.

2. Procedure: The Contractor shall meet with the Contracting Officer each month at a

Construction Schedule update meeting to review actual progress made through the status date of the Construction Schedule update, including dates activities were started and/or completed and the percentage of work completed on each activity started and/or completed.

3. Reports: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:

a. Identification of activities that have changed.

b. Changes in early and late start dates.

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c. Changes in early and late finish dates.

d. Changes in activity durations in workdays.

e. Changes in the critical path.

f. Changes in total float or slack time.

g. Changes in the Contract Time.

4. Narrative: The report shall include a brief description of the actual progress made during the update period; actual and potential delaying activities; any impediments to progress;

issues related to inclement weather; progress toward established milestones and…