B08_Attachment_1_140P8424R0013_Specifications_ORCA_324138.pdf

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Attached to
Construct New HQ Water Source, NPS-ORCA Federal contract opportunity
Solicitation number
140P8424R0013
Issued by
Department of the Interior National Park Service

About this file

This document is a Construction Specification for a project to construct a new headquarters water source and system upgrades at the Oregon Caves National Monument and Preserve in Josephine County, Oregon.

The key details are:

  • The project consists of constructing a new raw water intake and 4-inch raw water main (approximately 3,500 feet long), modifying an existing water treatment facility, and replacing approximately 1,700 linear feet of existing water main, service line, valves, and appurtenances.
  • The contract will be a single prime contract.
  • The government will provide some materials, and the contractor is responsible for receiving, unloading, and protecting them.
  • The contractor will have use of the site for construction operations but must comply with park rules and regulations.
  • The work may not be performed on Saturdays, Sundays, federal holidays, or at night without prior approval.
  • The contractor must comply with all required federal, state, and local permits, including a Section 404 Clean Water Act permit and an Oregon Health Authority Drinking Water Construction Permit.

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Text version

OREGON CAVES NATIONAL MONUMENT

AND PRESERVE

CONSTRUCT NEW HEADQUARTERS

WATER SOURCE &

SYSTEM UPGRADES

PMIS No. 324138

CONSTRUCTION SPECIFICATIONS

ETIC # 150-192424

NATIONAL PARK SERVICE

PACIFIC WEST REGION

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 27 00 Definition of Contract Line Items 01 31 00 Project Management & Coordination 01 31 00a RFI Form 01 32 16 Construction Schedule 01 33 23 Submittal Procedures 01 33 23a CM16 - Transmittal 01 35 23 Safety Requirements 01 40 00 Quality Requirements 01 40 00a Daily Inspection Form 01 42 00 Reference Standards 01 67 00 Product Requirements 01 73 29 Cutting and Patching 01 73 40 Execution 01 74 19 Construction Waste Management & Disposal 01 77 00 Closeout Procedures 01 78 23 Operation & Maintenance Data 01 79 00 Demonstration & Training

DIVISION 2 – EXISTING CONDITIONS

02 05 00 General Site Construction Requirements 02 41 00 Demolition & Removals

DIVISION 3 – CONCRETE

03 30 00 Cast-in-Place Concrete 03 40 00 Pre-Cast Concrete

DIVISION 22 – PLUMBING

22 05 29 Pipe Support Systems 22 05 30 Openings and Penetrations in Construction 22 11 13 Facility Water Piping & Accessories

DIVISION 26 – ELECTRICAL

26 05 00 Electrical Work General 26 27 00 Basic Electrical Materials and Methods

DIVISION 31 – EARTHWORK

31 05 16 Aggregates for Earthwork 31 05 25 Utility Line Marking 31 10 00 Site Clearing 31 12 33 Utility Trenching and Backfilling 31 22 13 Rough Grading 31 22 19 Topsoiling and Finish Grading

DIVISION 33 – UTILITIES

33 11 00 Water Distribution Piping & Fittings 33 12 16 Valves, Hydrants, and Appurtenances 33 13 00 Disinfecting of Water Utility Distribution 33 40 00 Manholes

DIVISION 40 – PROCESS INTEGRATION

40 00 00 Instrumentation & Control General 40 75 53 Turbidity Analyzers 40 94 23 PLC Based Control Systems Hardware 40 95 00 Control Panels General 40 96 00 PLC Based Control Systems Software

ORCA 324138 TOC-1

ORCA 324138 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. Government-Furnished Materials

3. Contractor Use of Site

4. Public Use of Site

5. Conduct of Operations

6. Work Restrictions

7. Special Construction Requirements

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: The project is located near the park headquarters building in Oregon Caves National Monument, in Josephine County, Oregon.

B. The Work consists of:

1. Constructing a new raw water intake and a new 4” raw water main (~3500 ft long)

2. Modifying an existing water treatment facility to add new piping, valves, monitoring equipment, and controls.

3. Replacing approximately 1,700 LF of existing water main, service line, valves, and appurtenances.

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

1.3 GOVERNMENT-FURNISHED MATERIALS

A. In case of Government -furnished materials:

1. Government will arrange and pay for delivery of Government-furnished items according to Contractor's Construction Schedule.

2. Contractor is responsible for initial inspection, receiving, unloading, and handling Government-furnished items at Project site.

3. Government will inspect delivered items for damage after delivery. Contractor shall be present for and assist in Government's inspection.

4. Government will arrange for replacement if Government-furnished items are damaged, defective, or missing.

5. Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.

ORCA 324138 01 11 00 - 2

6. If Government-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

7. Contractor shall install and otherwise incorporate Government-furnished items into Work.

B. Government-Furnished Materials:

1. The plans call for minor amount of rock and boulders to be taken from on-site materials.

1.4 CONTRACTOR USE OF SITE

A. General: Contractor shall have full use of the site for construction operations during the construction period. Contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of Project.

B. Storage of Materials: Confine storage of materials to designated staging areas.

C. Parking: Confine parking to designated staging areas.

D. Stockpiling: Confine stockpiling to designated staging areas.

E. 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.

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

F. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government employees, and emergency vehicles at all times. Do not use for parking or storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

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

H. Hauling Restrictions: Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

ORCA 324138 01 11 00 - 3

I. Bridge Restrictions: Identify jurisdictions, load restrictions, permit requirements, time and calendar restrictions as outlined.

1.5 PUBLIC USE OF SITE

A. The work area is not normally open to the public and will be closed to the public during construction.

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 3 business 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.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than two business days in advance of proposed utility interruptions.

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

3. Hours and length of Utility Shutdowns: Coordinate with park staff. The existing water tank has enough capacity to extend water service for several days while system cross-over takes place.

D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within 25 feet of entrances, operable windows, or outdoor air intakes.

ORCA 324138 01 11 00 - 4

1.8 SPECIAL CONSTRUCTION REQUIREMENTS

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

ORCA 324138 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. Section explains in general, what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of work, include costs in a related item.

C. Where unit quantity items are listed, payment shall be up to the contract price amount. For this contract, a variation in estimated quantities of unit-priced items is authorize for all unit-pried line items at the approval and direction of the CO. Should quantities exceed the contract amount a contract modification shall be required.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item Number 0001: Mobilization & Demobilization

1. This item consists of all preparatory work and operations for all items under the contract, including, but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and all other work or operations which shall be performed or costs incurred prior to beginning work on the various items on the project site.

2. This item also includes bonding, permits, and demobilization cost.

3. No more than 75% of this item shall be paid prior to demobilization.

4. Measurement for payment shall be on a lump sum basis.

5. Payment will be made at the lump sum price.

B. Contract Line Item Number 0002: Clearing and Grubbing

1. This item consists of Clearing and Grubbing throughout the project area in accordance with the plans and specifications.

2. Measurement for payment shall be on a lump sum basis.

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

C. Contract Line Item Number 0003: Excavation and Grading

1. This item consists of all Excavation and Grading required to complete the project.

2. Measurement for payment will be on a lump sum basis.

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

D. Contract Line Item Number 0004: Construct Rock Ford

ORCA 324138 01 27 00 - 2

1. This item consists of furnishing all labor, equipment, and materials to construct the Intake Structure as shown in the plans and specifications. Rock materials may be harvested from trench excavation to use where such materials meet the specifications.

2. Measurement for payment will be on a lump sum basis.

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

E. Contract Line Item Number 0005: Construct Intake Structure

1. This item consists of furnishing all labor, equipment, and materials to construct the Intake Structure as shown in the plans and specifications.

2. Measurement for payment will be on a lump sum basis.

F. Contract Line Item Number 0006: Construct Sluice Manhole

1. This item consists of furnishing all labor, equipment, and materials to construct the Sluice Manholes as shown in the plans and specifications. Items includes, but is not limited to the manhole structure, casting, internal components, and pipe boots.

2. Measurement for payment will be on a lump sum basis.

G. Contract Line Item Number 0007: 4” HDPE Water Main

1. This item consists of furnishing all labor, equipment, and materials to construct 4” HDPE Water Main as shown in the plans and specifications. Item includes but is not limited to the trench excavation and backfill, pipe, fittings, pipe bedding, tracer wire, and marking tape.

2. Note that the plan only identifies the need for two 4” fittings that are not associated with other assemblies (one 4” Tee and one 4” cross). However, the contractor may choose to use additional fittings, and/or additional fittings may be required, in areas where the allowable deflection in the pipe cannot adapt to the topography.

3. Measurement for payment will be on an installed linear foot basis.

4. Payment will be made at the contract unit rate.

H. Contract Line Item Number 0008: 6” HDPE Water Main

1. This item consists of furnishing all labor, equipment, and materials to construct 6” HDPE Water Main as shown in the plans and specifications. Item includes but is not limited to trench excavation and backfill, pipe, fittings, pipe bedding, tracer wire, and marking tape.

2. Note that the plan does not identify the need for additional 6” fittings. However, the contractor may choose to use additional fittings, and/or additional fittings may be required, in areas where the allowable deflection in the pipe cannot adapt to the topography.

3. Measurement for payment will be on an installed linear foot basis.

I. Contract Line Item Number 0009: 4” Gate Valve

1. This item consists of furnishing all labor, equipment, and materials to construct 4” Gate Valves as shown in the plans and specifications. Item includes but is not limited to excavation and backfill, valve, and valve box.

2. This item does not include 4” Gate Valves that are associated with hydrant assemblies.

ORCA 324138 01 27 00 - 3

3. Measurement for payment will be on a per unit basis.

J. Contract Line Item Number 0010: 6” Gate Valve

1. This item consists of furnishing all labor, equipment, and materials to construct 6” Gate excavation and backfill, valve, and valve box.

2. Measurement for payment will be on a per unit basis.

3. Payment will be made at the contract unit rate.

K. Contract Line Item Number 0011: 8” Gate Valve

1. This item consists of furnishing all labor, equipment, and materials to construct 8” Gate excavation and backfill, valve, and valve box.

2. Measurement for payment will be on a per unit basis.

3. Payment will be made at the contract unit rate.

L. Contract Line Item Number 0012: Construct Air Relief/Vacuum Valve Assembly

1. This item consists of furnishing all labor, equipment, and materials to construct Air Relief/Vacuum Valve Assemblies as shown in the plans and specifications. Item includes but is not limited to excavation and backfill, service connection, piping, fittings, air valve, insulation and handhole structure.

2. This item does not include Air Relief/Vacuum Valves located inside of the water treatment plant.

3. Measurement for payment will be on a per unit basis.

M. Contract Line Item Number 0013: 2” HDPE Service Lateral

1. This item consists of furnishing all labor, equipment, and materials to construct 2” HDPE Service Laterals as shown in the plans and specifications. Items include but is not limited to excavation and backfill, saddles, corps stops, service pipe, curb valve, curb box, and connecting to existing service lines.

2. For reference only, the estimated length of 2” service line is 1100 LF.

3. Measurement for payment will be on a per unit basis.

N. Contract Line Item Number 0014: Fire Service Connection

1. This item consists of furnishing all labor, equipment, and materials to construct Fire Service Connections as shown in the plans and specifications. This item generally consists of furnishing all fitting and adaptors as required to connect to existing fire service connections.

2. This item does not include new valves.

3. Measurement for payment will be on a per unit basis.

O. Contract Line Item Number 0015: Fire Hydrant Assembly

ORCA 324138 01 27 00 - 4

1. This item consists of furnishing all labor, equipment, and materials to construct Fire

Hydrant Assembly as shown in the plans and specifications. Item includes but is not limited to excavation and backfill, tee fitting, pipe, gate valve, thrust restraints, hydrant, and tracer wire.

2. This item also includes painting of hydrants where specifically shown in the plans.

3. Measurement for payment will be on a per unit basis.

P. Contract Line Item Number 0016: Connect to Existing Raw Water Main

1. This item consists of furnishing all labor, equipment, and materials to Connect to Existing Raw Water Main as shown in the plans.

2. Measurement for payment will be on a lump sum basis.

3. Payment will be made at the lump price.

Q. Contract Line Item Number 0017: Water System Pressure Testing

1. This item consists of furnishing all labor, equipment, and materials to Pressure Test all water mains and interior plumbing pipes throughout the project.

2. Measurement for payment will be on a lump sum basis.

R. Contract Line Item Number 0018: Potable Water Disinfection

1. This item consists of furnishing all labor, equipment, and materials to Disinfect all water mains and interior plumbing pipes throughout the project.

2. Measurement for payment will be on a lump sum basis.

S. Contract Line Item Number 0019: Replumb Water Treatment Plant

1. This item consists of furnishing all labor, equipment, and materials to Replumb the Water Treat Plant as shown in the plans and specifications.

2. This item includes but is not limited to, removing existing components, interior piping, fittings, unions, valves, gages, tubing, and related appurtenances.

3. This item does not include electronic sensors, flow control valve, and transducers.

4. Measurement for payment will be on a lump sum basis.

5. Payment will be made at the lump price.

T. Contract Line Item Number 0020: Turbidity Meter and Controller

1. This item consists of furnishing all labor, equipment, and materials to construct the Turbidity Meter and Controller as shown in the plans and specifications.

2. Measurement for payment will be on a lump sum basis.

U. Contract Line Item Number 0021: Electromagnetic Flow Meter

1. This item consists of furnishing all labor, equipment, and materials to construct the Electromagnetic Flow Meter as shown in the plans and specifications.

ORCA 324138 01 27 00 - 5

2. Measurement for payment will be on a lump sum basis.

3. Payment will be made at the lump price.

V. Contract Line Item Number 0022: SCADA System

1. This item consists of furnishing all labor, equipment, and materials to construct the SCADA System as shown in the plans and specifications.

2. This item includes the design and installation of the PLC, furnishing and installing pressure transducers, flow control valve, connecting other sensors, electrical work, and testing the control system.

3. Measurement for payment will be on a lump sum basis.

4. Payment will be made at the lump price.

W. Contract Line Item Number 0023: Underground Communications & Conduit.

1. This item consists of furnishing all labor, equipment, and materials to construct underground Communications and Conduit as shown in the plans and specifications.

2. Measurement for payment will be on an installed linear foot basis.

3. Payment will be made at the contract unit rate.

X. Contract Line Item Number 0024: Silt Fence

1. This item consists of furnishing all labor, equipment, and materials to construct Silt Fence where shown in the plans and as required for erosion and sediment control.

2. Measurement for payment will be on an installed linear foot basis.

3. Item includes removal.

4. Payment will be made at the contract unit rate.

Y. Contract Line Item Number 0025: Erosion Control Matting

1. This item consists of furnishing all labor, equipment, and materials to construct Erosion Control Matting where shown in the plans and as required for erosion and sediment control.

2. Measurement for payment will be on an installed square yard basis.

3. Payment will be made at the contract unit rate.

Z. Contract Line Item Number 0026: Biorolls

1. This item consists of furnishing all labor, equipment, and materials to construct Biorolls where shown in the plans and as required for erosion and sediment control.

2. Measurement for payment will be on an installed linear foot basis.

3. Payment will be made at the contract unit rate.

AA. Contract Line Item Number 0027: Site Cleanup and Restoration

1. This item consists of site Cleanup and Restoration.

2. Measurement for payment will be on a lump sum basis.

END OF SECTION 01 27 00

ORCA 324138 01 31 00 - 1

PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination

3. Submittals

4. Coordination Drawings

5. Requests for Information (RFIs)

6. Project Meetings

7. 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 DEFINITIONS

A. Agency with Jurisdiction B. Construction Permits – Contractor Provided C. Government Furnished Permits

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of components, including mechanical and electrical.

http://www.nps.gov/dscw/definitionsdc_a.htm#awj http://www.nps.gov/dscw/definitionsdc_c.htm#cpcp http://www.nps.gov/dscw/definitionsdc_g.htm#gfperm

ORCA 324138 01 31 00 - 2

5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to:

1. Preparation of Contractor's Construction Schedule

2. Preparation of the Schedule of Values

3. Installation and removal of temporary facilities and controls

4. Delivery and processing of submittals

5. Progress meetings

6. Permit requirements

7. Pre-installation conferences

8. Project closeout activities

9. Commissioning activities

1.4 SUBMITTALS

A. Division 1 documents: The following items shall be submitted a minimum of one week prior to Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for Pre- Construction Conference.

1. Letter designating Project Superintendent

2. Construction Schedule

3. Accident Prevention Plan

4. A List of Subcontractors for this project

5. Written statements from Subcontractors certifying compliance with applicable labor standard clauses.

6. Certificates of Insurance or SF1413 for Contactor and all Subcontractors

7. Quality Control Plan

B. Provide items listed to Contracting Officer before Pre-Construction Conference. If all documents have not been received one week prior to scheduled Pre-Construction Conference date, conference may be cancelled, Notice to Proceed may not be issued, and Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

1.5 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of Contract Documents, Contractor shall prepare and submit an RFI.

ORCA 324138 01 31 00 - 3

B. Content of RFI: Include detailed, legible description of item needing information or interpretation and the following:

1. RFI number, numbered sequentially

2. Date

3. RFI subject

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

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor's suggested resolution: If Contractor's suggested resolution impacts Contract

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

8. Contractor's signature

9. Requested date for response

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

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine critical nature of each RFI and issue response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in Contract Documents.

e. Requests for adjustments in Contract Time or Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Contracting Officer's action may include a request for additional information; time for response will date from time of receipt of additional information.

3. Contracting Officer's action on RFIs may result in need for a change to Contract Time or Contract Sum. All contract changes will be processed following terms and conditions of contract.

1.6 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. Meeting agenda will include the following as a minimum:

1. Roles & Responsibilities / Lines of Authority

2. Park rules and regulations

3. Jobsite Safety

4. Resolution of comments on required Division 1 documents

ORCA 324138 01 31 00 - 4

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. Environmental requirements

20. Permit 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: Contracting Officer will schedule weekly meetings with Contractor.

1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. Participants at meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Meeting agenda will include:

a. Approval of minutes of previous meetings

b. Submittal status

c. Review of off-site fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

e. Modifications

f. Work in progress and projected.

1) Status of required inspections (Special Inspections, Accessibility, etc.)

g. Inspections of work in progress and projected (Special inspections, Accessibility, etc.)

h. Construction Schedule update (provide updated Critical Path Method (CPM)).

i. Status of Project Record Drawings and O&M manuals.

j. Other business relating to work.

k. Permit requirements

C. Preinstallation Conferences: Conduct 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 installation and its coordination or integration with other materials and

ORCA 324138 01 31 00 - 5

installations that have preceded or will follow, shall attend meeting. Advise Contracting Officer of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for particular activity under consideration, including requirements for:

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 meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene conference at earliest feasible date.

1.7 PERMITS

A. General:

1. Permits and Responsibilities: 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. Contractor shall also be responsible for damages to persons or property that occur as a result of Contractor’s fault or negligence; and for materials delivered and work performed until completion and acceptance of the work.

ORCA 324138 01 31 00 - 6

2. For the purpose of this contract, Contractor will not be considered an agent of the Government. Contractor shall comply with appropriate Federal, State and local laws.

B. Government Furnished Permits: During development of the project’s design, permits listed below were negotiated and agreed to by the Government. Terms and provisions of these permits shall be adhered to for the duration specified in each permit.

1. The USACE was consulted, and the project is authorized under Section 404 of the Clean Water Act, Nation Wide Permit 58.

2. 401 Water Quality Certification

3. Oregon Health Authority Drinking Water Construction Permit

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 31 00

ORCA 324138 01 32 18 - 1

CONSTRUCTION SCHEDULE

SECTION 01 32 16 – CONSTRUCTION SCHEDULE

PART 1 - GENERAL

1.1 SUMMARY

A. Section consists of Construction Schedule requirements including:

1. Construction Schedule Requirements.

2. Construction Schedule Updates.

B. Purpose: The Construction Schedule ensures adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. It shall assist the Contractor and Contracting Officer (CO) in monitoring the progress of the work, evaluating proposed changes, and processing Contractor's monthly progress payments. It shall include the dates in the contract, phases, milestones, occupancies, holidays, weather consideration, a critical path, and the requirements of this section.

C. The primary purpose of scheduling activities for this project will be to allow the park adequate time to inform residents and visitors of the project.

1.2 DEFINITIONS

A. Activity: A discrete part of a project 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 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: Allocation of the Schedule of Values for 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. Critical Path Method (CPM): 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: Longest connected chain of interdependent activities through the network schedule that establishes minimum overall Project duration and contains no float.

1. Total Float: Measure of leeway in starting or completing an activity without adversely affecting planned Project completion date.

E. Resource Loading: Allocation of manpower and equipment necessary for completion of an activity as scheduled.

ORCA 324138 01 32 18 - 2

1.3 SUBMITTALS

A. Construction Baseline Schedule: After contract award and before Pre-Construction conference, submit baseline schedule, large enough to show entire schedule for entire construction period.

Utilize Schedule of Values in preparation of Construction Baseline Schedule.

B. Construction Schedule Updates: On or before 7th day preceding progress payment request date, submit estimates of percent completion of each schedule activity and necessary supporting data.

Provide two paper copies.

1.4 QUALITY ASSURANCE

A. Contractor shall meet with Contracting Officer on day of the preconstruction conference to go over:

1. Review software limitations, content and format for reports.

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

3. Discuss constraints

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

5. Review time required for completion and startup procedures.

6. Review time required for obtaining and activating permits.

7. Review and finalize 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 protocol for naming and transmitting electronic schedules.

B. Contractor's Schedule Representative: Before the preconstruction conference, designate an authorized representative to be responsible for preparing and maintaining the Construction Schedule. Submit resume outlining qualifications of Scheduler to Contracting Officer for acceptance. Scheduler shall have prepared and maintained at least 5 previous schedules of similar size and complexity similar to this Contract, demonstrating proficiency of using scheduling software. Authorized representative will be responsible for preparing the Baseline Schedule, required updates, revisions, Time Impact Analyses, and 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.

PART 2 - PRODUCTS (NOT USED)

2.1 CONSTRUCTION SCHEDULE REQUIREMENTS

A. Construction Baseline Schedule:

ORCA 324138 01 32 18 - 3

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.

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 preliminary Critical Path Method network diagram, prepare a skeleton network to identify probable critical paths.

C. Joint Review, Revision, and Acceptance:

1. Within seven calendar days of receiving Contractor's proposed Construction Baseline Schedule, Contracting Officer shall review initial Construction Baseline Schedule.

2. Within seven calendar days after review, Contractor shall revise and resubmit Construction Baseline Schedule in accordance with comments presented from 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 Contractor or Contracting Officer, shall be corrected by Contractor within seven calendar days and shall not affect contract period.

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

D. Recovery Schedule: When periodic schedule update indicates Work is 14 or more calendar days behind current accepted schedule, a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule shall also be submitted. Indicate changes to working hours, working days, crew sizes, and equipment required to achieve compliance, and date by which recovery shall be accomplished.

PART 3 - EXECUTION

3.1 CONSTRUCTION SCHEDULE UPDATES

A. Progress Meeting Updates: Provide a 2 week look-ahead schedule, derived from the currently accepted schedule, before each weekly progress meeting. Utilize look-ahead schedule to facilitate and take notes on discussions held during progress meeting.

END OF SECTION 01 32 16

Transmittal Form (CM-16) National Park Service (NPS) - Denver Service Center (DSC) | 10-7-20 ACRONYMS: A/E: Architect/Engineer; CMR: Construction Management Representative; FAR: Federal Acquisition Regulation; LEED: Leadership in Energy & Environmental Design; N/A: Not Applicable; PMIS: Project Management Information System

Submittal Number: PARK Acronym: PMIS Number: Project: Contract Number: Date: Sheet: 1 of 2 Transmittal Number:

Construction Contractor: Subcontractor / Supplier:

Ac tio n

Su bm itt al

In fo rm at io na l S ub m itt al

Ite m

N um be r

Sp ec ifi ca tio n

Se ct io n

N um be r

Pa ra gr ap h N um be r

Description of Item (Size, Type, Name, Manufacturer, Use, etc.) Al te rn at e M at er ia ls

Pr op os ed

A/E ACTION

Action Submittal

Ap pr ov ed

Ap pr ov ed w ith

N ot at io ns

D is ap pr ov ed

R es ub m it

NPS ACTION

Action Submittal

Ap pr ov ed

Ap pr ov ed w ith N ot at io ns

D is ap pr ov ed

R es ub m it

Informational Submittal

Ac ce pt

R ej ec t

Construction Contractor - Name, Title, & Signature: Date:

I hereby certify this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements. FAR 52-236-21

CMR - Name, Title, & Signature: Date:

A/E - Name, Title, & Signature: Date:

Review Comments - Name: Comment(s):

Recommended By - NPS COR or Alternate COR - Name, Title, & Signature: Date:

Action By - NPS Name, Title, & Signature: Date:

Approval of this submittal is subject to the provisions of the contract drawings and specifications.

This action is for general concurrence only and the Government is not responsible for errors or omissions.

Date Received: Date to Construction Contractor:

Distribute 1 copy each: CMR Interim, A/E, DSC, & Construction Contractor.

NPS Review Comments - Name: Comment(s):

Transmittal Form (CM-16) - Continuation National Park Service (NPS) - Denver Service Center (DSC) | 10-7-20 ACRONYMS: A/E: Architect/Engineer; CMR: Construction Management Representative; FAR: Federal Acquisition Regulation; LEED: Leadership in Energy & Environmental Design; N/A: Not Applicable; PMIS: Project Management Information System

Submittal Number: PARK Acronym: PMIS Number: Project: Contract Number: Date: Sheet: 2 of 2 Transmittal Number:

Construction Contractor: Subcontractor / Supplier:

Ac tio n

Su bm itt al

In fo rm at io na l S ub m itt al

Ite m

N um be r

Sp ec ifi ca tio n

Se ct io n

N um be r

Pa ra gr ap h N um be r

Description of Item (Size, Type, Name, Manufacturer, Use, etc.) Al te rn at e M at er ia ls

Pr op os ed

A/E ACTION

Action Submittal

Ap pr ov ed w ith N ot at io ns

D is ap pr ov ed

R es ub m it

NPS ACTION

Action Submittal

Ap pr ov ed w ith N ot at io ns

D is ap pr ov ed

R es ub m it

Informational Submittal

Ac ce pt

R ej ec t

Review Comments - Name: Comment(s):

ORCA 324138 01 35 13.22 - 1

ARCHEOLOGICAL PROTECTION

SECTION 01 35 13.22 – ARCHEOLOGICAL PROTECTION

PART 1 - GENERAL

1.1 SUMMARY

A. Section consists of protecting archeological resources contained in soil deposits.

1.2 DEFINITIONS

A. Archeological Resources: Archeological resources are physical evidences of past human activity, including evidences of effects of that activity on the environment. Archeological resources represent both prehistoric and historic time periods, found above and below ground and under water.

B. Archeologically Sensitive Areas: Areas having potential to contain significant (National Register eligible) archeological resources. If National Register eligible or listed archeological resources could not be avoided, an appropriate mitigation strategy would be developed in consultation with state historic preservation officer and, if necessary, associated American Indian tribes.

C. Non-sensitive Areas: Areas with little potential of containing significant (National Register eligible) archeological resources.

D. Archeological Monitor: Representative of Government designated to oversee construction activities that could disturb archeological resources.

E. Archeological Resources Protection Act (ARPA) of 1979 (Public Law (P.L.) 96-95; 93 United States Statues at Large (Stat.) 712): defines archeological resources as any material remains of past human life or activities that are of archeological interest and at least 100 years old; Section 4 of the statute describes the requirements that must be met before Federal authorities can issue a permit to excavate or remove any archeological resource on Federal or Indian lands; the curatorial requirements of artifacts, and other materials excavated or removed.

1.3 SUBMITTALS

A. Daily Work Schedule: Detail construction work in archeologically sensitive areas. Submit to Contracting Officer (CO) 30 days before start of ground disturbing site work.

1.4 QUALITY ASSURANCE

A. At least one week before on-site work begins, Contractor shall meet with Contracting Officer and Archeological Monitor to discuss Daily Work Schedule, equipment, and special methods used in archeologically sensitive areas. Contractor shall ensure approved Daily Work Schedule is followed throughout construction.

ORCA 324138 01 35 13.22 - 2

PART 2 - PRODUCTS

2.1 DAILY WORK SCHEDULE

A. Daily Work Schedule is required for work occurring within archeologically sensitive areas.

Include all work that is to occur within the area and key the schedule to the drawings to include:

1. Starting and ending dates of ground-disturbing construction.

2. Locations of temporary facilities, such as barriers, field offices, staging areas, sanitary facilities, borrow pits, and haul and access roads.

3. Types of construction, such as clearing, topsoil stripping, structure or trench excavation, landscaping, and post construction clean-up.

4. Methods and equipment used for each type of construction.

5. Plan for relocating work in the event of temporary work stoppages at each archeologically sensitive area

PART 3 - EXECUTION

3.1 BARRICADES

A. Comply with requirements specified in Section 01 50 00 "Temporary Facilities and Controls."

3.2 ARCHEOLOGICAL INVESTIGATION BY NON-NPS PERSONNEL

A. A permit is required for archeological investigations (e.g. excavation, shovel testing, coring, pedestrian survey, underwater archeology, rock art documentation, or other types of reconnaissance including archaeological monitoring of construction) carried out on parklands by non-National Park Service (NPS) personnel, unless carried out under a contract or a cooperative agreement specifically written for archeological investigations. Permits are issued under the Archaeological Resources Protection Act of 1979 (ARPA). The NPS does not issue a permit for archeological investigations carried out by NPS archeologists, or to archeologists working on NPS archeological projects under a contract or cooperative agreement.

B. Applicants should submit a Permit Application (DI Form 1926 (Revision September 2004) Office of Management and Budget (OMB) Number (No.) 1024-0037, approved through 1/31/2008.

Permit Application form is available, in PDF (portable document file) format, to the manager of the park in which they propose to work; or to the regional director, with a copy to the park manager.

3.3 OBSERVATION

A. Archeological Monitor may observe ground-disturbing site work, including construction of temporary facilities, at archeologically sensitive areas, from a safe location mutually agreed on by Contractor and Monitor. As new ground is broken, Monitor will examine excavated materials, using construction layout centerline and perimeter staking as a reference point to record locations of findings.

ORCA 324138 01 35 13.22 - 3

3.4 DISCOVERY OF RESOURCES

A. If Archeological Monitor discovers resources, immediate relocation of work to a non-sensitive area may be required for Monitor to identify and document resources and, if necessary, develop appropriate mitigation plan. While Archeological Monitor is documenting resources in sensitive areas, Contractor shall relocate work to non-sensitive areas where monitoring is not normally required.

B. If resources are discovered while Archeological Monitor is absent, stop work immediately and report the discovery to the Contracting Officer.

3.5 WORK STOPPAGE

A. Contractor shall plan, schedule, and execute work to prevent stoppages at one area from stopping all work at construction site.

END OF SECTION 01 35 13.22

ORCA 324138 01 35 23 - 1

SAFETY REQUIREMENTS

SECTION 01 35 23 - SAFETY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes establishing an effective accident prevention program and providing a safe working environment for personnel and visitors.

1.2 CONDITIONS PRESENT FOR PROJECT

A. Conditions present generally include existing mechanical rooms of housing units and commercial buildings.

1.3 SUBMITTALS

A. Accident Prevention Plan (APP): Submit APP after contract award and before Pre-Construction conference. Contracting Officer (CO) will review proposed APP. If APP requires any revisions or corrections, Contractor shall resubmit Plan within 10 days. No progress payments will be made until the APP is accepted.

1.4 QUALITY ASSURANCE

A. Comply with contract clauses "Accident Prevention" and "Permits and Responsibilities." In case of conflicts between Federal, State, and local safety and health requirements, the most stringent shall apply. Onsite equipment shall meet 29 CFR 1926 (Code of Federal Regulations) (Occupational Safety and Health Administration (OSHA)) requirements. Failure to comply with requirements of this section and related sections may result in suspension of work.

B. Site Safety Supervisor:

1. Designate authorized onsite representative for preparation and maintenance of the APP.

2. Shall be responsible for:

a. Implementation and enforcement of the APP

b. Daily safety inspections

c. Conducting and documenting weekly and monthly safety meetings

d. Review of safety requirements at progress meetings

e. Compilation and maintenance of Safety Data Sheets (SDS) and safety reference materials

f. Tracking and resolution of safety violations

g. Site personnel and visitor compliance with site safety and health requirements and

APP

h. Investigation and reporting of accidents and injuries

C. Qualifications of Employees:

ORCA 324138 01 35 23 - 2

1. Physically and able to perform their assigned duties in a safe manner.

2. Do not allow employees whose ability or alertness is impaired because of prescription or illegal drug use, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury to perform work.

3. Provide operating instructions for equipment. Operators of vehicles, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, operating instructions, and be fully capable of operating such equipment. Retain copies of operator licenses and certifications onsite.

1.5 ACCIDENT REPORTING

A. Reportable Accidents: Defined as: death, occupational disease, and/or traumatic injury to employees or the public; fires; and/or property damage by accident in excess of $100.

1. Notify Contracting Officer immediately in the event of a reportable accident.

2. Fill out and forward an Accident/Property Damage Report Form (CM-22) to Contracting

Officer within 7 days of a reportable accident. Obtain form from Contracting Officer.

1.6 RESOURCES

A. COVID-19 (Coronavirus Disease 2019) information provided below is not intended to provide a complete analysis of requirements for Contractor and is provided as a courtesy.

1. Coronoavirus.gov

2. Occupational Safety and Health Administration (United States Department of Labor) -

COVID-19

3. Center for Disease Control (CDC)

a. Get the Facts About Coronavirus

b. What Construction Workers Need to Know about COVID-19

4. Federal Emergency Management Agency…

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