Att_3_Division_1_GeneralReqs.pdf

February 2021 50% Design Documentation

Division 1 Specifications – p. 1 Tule Lake NWR New Administrative HQ and Visitor Center

01 00 00

GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

A. Work: Includes all necessary materials, labor superintendence, management, fees, assessments and costs to design and construct the project in accordance with the contract documents.

B. Ancillary Design

1. General

2. Documentation

3. Design Build Elements

C. This project is on the Tule Lake National Wildlife Refuge located near Tulelake, CA. Refer to the Statement of Work and Bid Schedule for Base Bid and Option Bid Tasks.

D. Base Bid Tasks shall be included at Contract Award.

E. Option Bid Tasks may be exercised at the time of award or during the Contract Period of Performance. Option Bid Tasks may or may not be exercised at any time during the Contract’s Period of Performance.

F. The price of any necessary ancillary Work (any trade) including mobilization and demobilization shall be included as incidental to the price offered for the principal price line(s) listed in the solicitation.

G. The contractor shall furnish all labor, equipment, materials, and supplies necessary to result in

100 percent complete and usable systems and facilities. Contractor shall bring any discrepancies to the Contracting Officer’s attention during tendering. Failure to bring discrepancies to attention of the COR during tendering shall be the responsibility of the contractor during construction.

01 11 10 INSTRUCTIONS

A. Demolition, Disposal, Recycling, and Construction Activities on U.S. Fish and Wildlife Service

Tule Lake National Wildlife Refuge Property SHALL BE COORDINATED WITH THE DEPUTY PROJECT LEADER. A minimum of 75% of all construction waste shall be recycled. Contractor will be required to provide a written Action Plan for Demolition, Disposal, Recycling, and Construction Activities. The written Action Plan SHALL be approved by the Contracting Officer before Demolition, Disposal, Recycling, and Construction Activities can begin in the area in its entirety.

01 11 15 LOCATION OF THE WORK

A. Tule Lake National Wildlife Refuge is located at 4009 Hill Road, Tulelake, CA 96134.

B. The project is accessible from existing roads.

01 11 16 DEPUTY PROJECT LEADER

A. Deputy Project Leader: Ken Griggs 530-667-8301

Division 1 Specifications – p. 2

01 11 20 PRE-OFFER BID MEETING

A. Pre-Offer Bid Meeting: Refer to Solicitation for scheduled meeting day and time.

01 11 25 INQUIRIES

A. Questions shall be directed to the USFWS Contracting Officer, Refer to Solicitation.

01 11 30 SPECIAL NOTICES

A. Period of Performance: Refer to Solicitation.

B. FAR Price Range: more than $500,000.

C. Pay fees, permits, inspections, taxes, and similar associated with the Work.

D. Deliverables: 100% Completed Work in accordance with the Contract Documents.

E. Comply with Davis-Bacon Wage Rates and Buy American. Contractor shall ensure employees and subcontractors are paid on time according to a pre-determined pay period or pay schedule.

The pay period or pay schedule shall be mutually agreeable between the Contractor and its employees and/or subcontractors.

F. Hazardous Materials: The Work entails no known materials regulated as “hazardous” or similar designation. However, the Contractor shall exercise health and safety measures appropriate for the Site Conditions.

G. The Contractor or the Contractor’s Designated Representative (who will oversee the Actual

Construction Work) shall attend a Pre-Construction Meeting with the Contracting Officer’s Representative at the Project Site prior to Mobilization onto the Site.

H. Accomplish the Construction Work in a manner, which does not interfere with Ongoing Refuge

Operations.

I. Remove and dispose of All Demolition Items in a legal manner off USFWS property and in accordance with All Federal, State, and Local Regulations.

J. The Construction Work shall be performed in accordance with USFWS Region 1 and 8 Technical

Requirements provided as an attachment to this Solicitation.

01 11 40 WORK RESTRICTIONS

A. Service outages: Limit service outages to maximum 4 hours unless written permission is obtained from COR and Station Manager.

B. Work Hours: For on-site construction work, hours shall be normal business hours of operation for that facility which are normally Monday through Friday, 8:00 AM to 4:30 PM, except federal holidays, unless approved otherwise.

Division 1 Specifications – p. 3

C. Housing for workers and campsites are not available on site unless explicitly indicated otherwise in the Task Order.

D. Government buildings and other facilities are not available for storage of Contractors materials, equipment, and tools. Government owned equipment is not available for Contractors use to accomplish any Work.

E. Habitat Restrictions: Wildlife habitat issues may restrict building seasons. Coordinate with COR for requirements.

01 20 00 PAYMENT PROCEDURES

A. Measurement: No measurement of the work will be made, unless unit prices are included in the project.

B. Payment: Payment will be made monthly for approved work performed in accordance with the contract requirements under the items listed in the Schedule of Items and based on the approved Schedule of Values.

C. Application for Payment:

1. Schedule of Values:

a. Prepare a Schedule of Values in the format (or approved equivalent format) of the American Institute of Architects (AIA) form number G702/703 Application and Certificate for Payment.

b. Submit a detailed Schedule-of-Values within 7 days prior to the start of on-site construction work. Format the schedule-of-values to match the Pricing Schedule and show sufficient additional detail to allow accurate calculation of monthly progress payments

2. Certified Payrolls: Submit certified payrolls current to within 1 week of payment application period.

3. Invoicing:

a. The prime contractor shall e-mail the preliminary pay request to the COR prior to uploading their pay request to the Internet Processing Platform (IPP) Website (https://www.ipp.gov/). The pay request shall include a schedule of values with percentage or work completed.

b. The COR will return a signed and approved invoice to the contractor which will then be uploaded into IPP.

01 31 00 PROJECT MANAGEMENT AND COORDINATION

A. The standard Government forms, specifications, associated plans, solicitation provisions, and contract clauses made a part of the contract are essential parts thereof, the requirements in one are as binding as though contained in all. They are intended to be mutually supplementary to describe and provide for a completed project.

B. In cases of conflict between specifications, contract provisions, supplemental agreements, and provisions of Standard Government Forms; the provisions of Standard Government Forms shall govern. In all cases of dispute in respect to such conflict or as to what part or parts of the specifications apply to any given parts of the work, decisions shall be made by the Contracting Officer (CO).

C. Coordination

1. Coordinate scheduling, submittals, and work of the various sections of specifications to ensure efficient and orderly sequence of installation of interdependent construction elements.

2. Verify and confirm all dimensions and conditions shown or implied on the Drawings and specifications as well as the physical conditions of the site. Notify COTR of

Division 1 Specifications – p. 4 discrepancies prior to start of work for resolution.

3. Verify that utility requirement characteristics of operating equipment are compatible with building utilities.

4. Provide field engineering to accurately establish the horizontal and vertical locations of the work.

5. Government furnished drawings shall not be scaled to obtain missing or conflicting dimensions. The Contractor shall keep a check on dimensions and details as the work progresses and any errors or discrepancies discovered shall be promptly reported to the

COTR.

D. Accomplish construction work in a manner that does not interfere with ongoing station operations, nor allow any construction material or debris to enter waters of the State.

01 31 10 CONTRACT ADMINISTRATION

A. Authority of the Contracting Officer’s Representative (COR) is limited to the following functions:

1. Inspect and accept or reject Construction Work and Materials including approval or disapproval of materials submittals and shop drawings.

2. Insure compliance with technical contract terms and conditions.

3. Clarify specifications and drawings where clarification does not involve contract cost or time.

Any resulting disagreements are to be immediately referred to the Contracting Officer.

4. Verify and recommend payment estimates on progress payments and forward progress payments to the Contracting Officer for approval.

5. Conduct “Labor Standards Interviews” in accordance with instructions from the Contracting

Officer. Any known or suspected violations shall be reported immediately to the Contracting Officer.

6. Enforce safety requirements in accordance with the Federal Acquisition Regulations (FAR) and Technical Specifications.

B. The COR is not authorized to take the following actions, all of which remain the sole responsibility of the Contracting Officer:

1. Make changes to the contract provisions, period of performance, or change any contract terms and conditions.

2. Make decisions concerning any claims and disputes.

C. Close liaison will be maintained by the COR, Contracting Officer, and Contractor. The COR shall notify the Contracting Officer immediately of any problems are encountered including but not restricted to maintaining completion schedules.

D. Authority of the Inspector: An inspector employed by the Government may assist the COR in observing the Work, obtaining measurements, and enforcing strict compliance with the terms and conditions of the Contract.

1. The Inspector shall have free access to the jobsite at all times while Construction Work is in progress, and the Contractor shall furnish such information and assistance as necessary.

2. The Inspector shall record the Construction Work accomplished on a daily basis.

3. The Inspector may reject unsuitable Materials or Construction Work, which does not comply with the terms and conditions of the contract until the situation has been referred to and resolved by the COR and/or Contracting Officer.

4. The Inspector shall observe and ensure construction is performed in conformance with the contract health and safety requirements.

5. The Inspector shall conduct wage rate interviews and report suspected labor standard violations to the Contracting Officer.

6. The Inspector shall check and verify the progress payment requests.

Division 1 Specifications – p. 5

01 31 20 PERFORMANCE OF WORK BY THE CONTRACTOR

A. Work procedures and methods may be of the Contractor’s choosing provided the methods follow best general practices and are calculated to secure results, which satisfy the requirements of the contract.

B. The Contractor shall provide the COR all reasonable facilities for obtaining information respecting the character of the materials and progress of the Work. The Contractor shall furnish information to include the number of Workers employed, their pay rate, time Worked, and other elements of cost requested by the COR.

01 31 30 GENERAL TECHNICAL REQUIREMENTS

A. Perform the Work in accordance with Contract Documents (Drawings and Technical

Specifications) and provisions of the Contract.

B. Comply with the current edition of OSHA and the National Fire Protection Association (NFPA) 101 Life Safety Code, International Building Code, American Welding Society Standards, American Concrete Institute recommended practices, International Plumbing Code, International Mechanical Code, National Electrical Code, and applicable Federal, State, and local laws and regulations.

C. If the code provisions conflict, the more stringent code provision(s) shall govern. In any instances where the Design Drawings and Technical Specifications do not specify explicit materials or methods, then perform the Work in accordance with the minimum requirements of the code applicable to the Work.

D. Field Verify and Validate Dimensions, Elevations, and Project Area Features. Notify the CO and COR of any conflicts.

E. Welding shall be performed by licensed welders and in compliance with AWS Recommended Practices. Welds shall have structural integrity and be neat in appearance.

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

A. Schedule:

1. Distribution: At Preconstruction Meeting, submit initial schedule.

2. Develop schedule on commercially available computer scheduling software

3. Provide schedule showing work break down structure or precedence diagram.

4. Identify day, date, duration, and float for each work activity.

5. Break down activities by, skill set or trade, geographic location within project, separation in time, work hours, (80-100) or cost ($5000.00-$10,000.00 maximum)

6. Identify all interfaces with government that may impact schedule. Keep government interfaces from critical path to maximum extent practical.

7. Update schedule to reflect changes/delays in the work.

8. Provide 3-4 week look ahead Schedules. Update Schedule every week and submit to

COR. Coordinate activities with Station manager.

B. Notification: Provide Station Manager 48 hours written notice prior to all service outages.

Coordinate timing of outage to minimize conflicts with normal operations.

C. Project meetings

1. Preconstruction Meeting: Project Manager/COR will arrange a Preconstruction Meeting prior to start of any construction. Require attendance by all parties affected by the work.

Take and distribute meeting notes to all affected parties.

2. Progress Meetings: As required by the progress of the project, Contractor will coordinate progress job meetings. Require attendance by all parties affected by the work.

Division 1 Specifications – p. 6

3. Contractor will take and distribute meeting notes to all affected parties. Notes should be distributed within 48 hours of meetings.

01 33 00 SUBMITTAL PROCEDURES

A. Master Submittal List: Submit Master submittal list identifying all submittals required. Submit list at Pre-construction meeting. Identify each submittal by title and appropriate specification section.

Sequentially number each submittal.

B. Electronically transmit submittals with the Government-furnished Submittal Form R1-67 that will also be used as the document for approving or disapproving submittals. Government will furnish R1-67 in Word format for interactive use. Submit R1- 67 form in Word format for transmittal sheet of each submittal. Obtain written approval before items are ordered. Use a separate R1-67 form for each broad category of material to avoid confusion should a re-submittal be necessary.

C. Submit all submittals to the COTR signed by the Contractor indicating they comply with the contract requirements. Submittals without the Contractor’s signature will be returned without action.

D. Submittals shall contain detailed product literature, shop drawings, material samples, and/or finish samples fully describing the items proposed for installation.

E. Conspicuously mark the item submitted to explicitly indicate the specific options, models, mechanical/electrical characteristics, trim styles, colors, sizes, etc. Annotate the submittal to cross reference to the mark numbers/group numbers shown on the drawings and/or specification.

F. Tab or bookmark and index submittals containing more than ten pages.

G. Explicitly and clearly indicate all features that differ from the contract requirements.

H. Submittals will be returned to the Contractor within 14 working days of the date received by the

COTR.

I. Submit documentation for all products, materials, and equipment proposed for use.

J. Material Certifications:

1. Submit manufacturer’s certificate indicating material or product conforms or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product but must be acceptable to COTR.

K. Samples:

1. Submit exact product or material to be used.

2. Submit product sample of size specified and of sufficient size to clearly show the characteristics, integral parts, and attachment of the product or system.

3. Submit interior and exterior color and texture samples at one time for coordinated review by COTR.

01 34 00 BASELINE SUBMITTAL LIST

A. Descriptive Product Literature: Provide Descriptive Product Literature for the principal components of any trade work. See also individual design drawings and technical specifications for specific requirements.

B. Progress Schedule: Submit the proposed progress work schedule for approval within 15 days after award of contract. Itemize each principal component/phase of work and the calendar days

Division 1 Specifications – p. 7 of anticipated performance. Submit a revised schedule any time the actual work progress delays the scheduled time by more than 14 calendar days.

C. Schedule of Values: Submit a detailed Schedule-of-Values within 7 days prior to the start of on-site work. Format the schedule-of-values to match the Schedule of Items and show sufficient additional detail to allow accurate calculation of monthly progress payments. Lump sum items shall be broken down into their component parts as applicable with a cost shown for each, i.e., mobilization, bond and insurance, and the principal components of the work.

D. Subcontract List: Submit each proposed subcontractor on a SF 1413 (Statement and Acknowledgment) in accordance with Paragraph (d)(1) of FAR Clause 52.222-11. SF 1413s need to be submitted within 14 days after award of the contract.

E. Key Personnel Names: Within 14 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

F. Site Specific Safety Plan, Job Hazards Analysis (JHA), and Health and Safety Plan (HSP): Prepare and Submit Site Specific Safety Plan, Job Hazards Analysis (JHA), and Health and Safety Plan (HSP). Provide Detailed Project Data in the Site Specific Safety Plan, Job Hazards Analysis (JHA), and Health and Safety Plan (HSP).

G. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

H. Permits, Licenses, and Certificates: For Government's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

I. Quality Control Plan (QCP): Prepare and Submit Quality Control Plan (QCP). Provide delineation of Laboratory and In-situ (Onsite) Tests and Inspections to be performed by the Contractor’s Independent Testing Agency under subcontract. Refer to Technical Specifications for Scope and Quantity of Tests and Inspections required for the Project. Refer to General Requirements Division 1, Section 01 40 00 Testing and Inspection and related Technical Specifications for specific requirements.

J. Construction Daily Reports: For the Duration of the Construction Contract, submit a Construction Daily Report for each Work Day, which includes the Contract Number, Title and Location of Project, Report Number, Prime Contractor Designation, Subcontractor Designation, Superintendent Designation, Morning Weather Description, Afternoon Weather Description, Maximum Daily Temperature, and Minimum Daily Temperature. Also, include the Day’s Scheduled Activity Number(s), Work Location(s), Work Description(s), Employer(s), Number of Worker(s), Trade(s), Number of Work Hour(s), Work Item(s) Completed, and Job Safety Checklist(s). The contractor may include additional entry fields on their Construction Daily Reports at their own discretion.

K. Site Observation and Inspection Reports: For the Duration of the Construction Contract, prepare and submit Site Observation and Inspection Reports for each Work Day. Site Observation and Inspection Reports shall be prepared and submitted by the Third Party Testing Company under subcontract to the Prime Contractor. Where necessary, the Prime Contractor will take corrective actions if the Inspection Company notes any deficiencies.

L. Quality Control Test Reports: For the Duration of the Construction Contract, perform Quality Control Tests and prepare and submit Quality Control Test Reports for each material to be

Division 1 Specifications – p. 8 provided and installed.

M. Close-Out Documents: Submit documents listed in Specification 01 78 00.

01 35 00 SPECIAL PROCEDURES

A. Rollover Protection and Seat Belts: In addition to the Safety and Health requirements of clause Federal Acquisition Regulation (FAR) 52.236-13 of Part 2, Section I of this Contract, rollover protection and seat belts required by 29CFR 1926 (OSHA) shall be extended to include equipment regardless of the year of manufacture.

B. Immediately stop work if paleontological, archaeological or historical remains (including burials or skeletal material) are encountered, immediately stop the work and notify the Inspector, Contracting Officer’s Technical Representative, or Contracting Officer. The Contracting Officer will notify the Regional Archaeologist so the provisions of 36 CFR 800.7 (Resourced Discovered During Construction) and other relevant laws are followed. Work will cease in the immediate vicinity until permitted to resume by written order from the Contracting Officer. Work in other areas may proceed as approved by the regional Archaeologist.

C. Hazardous Materials: The proposed work areas are believed not to contain any hazardous materials. Should any unknown hazardous materials be encountered, stop work immediately and notify COTR in writing of condition.

01 40 00 QUALITY REQUIREMENTS

A. Contractor Quality Control:

1. The contractor is responsible for the overall quality of all its own work and the work performed by their subcontractors working under this contract.

2. The quality of any part of the work installed must not be less than that required by the technical divisions of this specification.

3. If the CO determines that the quality of work does not conform to the applicable specifications and drawings, the contractor will be advised in writing of the areas of nonconformance, and within 7 days the contractor must correct the deficiencies and advise the CO in writing of the corrective action taken.

4. Supervision: At all times when onsite work is underway, provide an onsite Project

Manager or Project Superintendent who has a good working knowledge of the project work and who is able to converse (read, write, and speak) in fluent English.

B. Noncompliance with Quality Control Requirements: Failure of the contractor to comply with the above requirements may be cause for termination for default.

C. Quality Control Procedures

1. Monitor quality control over Contractor staff, subcontractors, suppliers, manufacturer's, products, services, site conditions, and workmanship.

2. Comply fully with manufacturer's published instructions, including each step in sequence of installation.

3. Should manufacturer's published instructions conflict with Contract Documents, request clarification from Contracting Officer before proceeding.

D. Comply with specified standards as a minimum quality for Work, except where more stringent

Division 1 Specifications – p. 9 tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Perform Work by persons who are thoroughly qualified and trained in their respective trade, to produce workmanship of specified quality.

F. Perform tests required by governing authorities having jurisdiction and utilities having jurisdiction.

G. Maintain check-off list of Work that does not comply with Contract Documents, stating specifically what is non-complying, date faulty Work was originally discovered, and date Work was corrected.

No requirement to report deficiencies corrected same day it was discovered. Submit copy of Non-Compliance Check-Off List of non-complying work items to Contracting Officer on a weekly basis.

H. Prior to final acceptance by Contracting Officer, submit a certification signed by Contractor to Contracting Officer stating that all Work has been inspected and all Work, except as specifically noted, is complete and in compliance with Contract Documents.

I. Project Safety:

1. The Contractor is responsible for safety on the project site at all times, from issuance of the Notice to Proceed until final completion and acceptance of the project by the Contracting Officer.

2. The Contractor is responsible for ensuring that all onsite activities, equipment, and facilities constructed by the Contractor, subcontractor, or supplier conform fully to the standards of the Department of Labor, Occupational Safety and Health Administration (OSHA) 29 CFR 1926 and 1910; and DOI and FWS policies.

3. Adhere to all current Federal, State and local safety requirements. In the event where any safety standard referenced herein conflicts with another, the more stringent shall govern.

4. Initiate and maintain, throughout the performance of this contract, an effective safety program that provides adequate policies, procedures, and practices to protect their employees from, and allow them to recognize, job-related safety and health hazards.

5. Include in safety program, provisions for the identification, evaluation, prevention and control of general work site hazards, specific job hazards, and potential hazards that may arise from foreseeable construction methods and conditions, as well as providing a competent person to conduct frequent and regular inspections.

6. Each employee for all contractors and subcontractors must be instructed in the recognition and avoidance of unsafe conditions and the regulations applicable to the work environment.

7. Provide barricades and warning devices as necessary to safeguard the public, workers, and government personnel.

8. Where project work affects public roads, provide signage in accordance with the current edition of the Manual on Uniform Traffic Control Devices (MUTCD) as published by the US Department of Transportation, Federal Highway Administration.

01 41 00 REGULATORY REQUIREMENTS

A. Regulatory Requirements:

1. Comply with all applicable federal, state, and local environmental laws and regulations.

This condition applies to, but is not limited to, laws and regulations governing noise levels, air and water quality standards, and cultural resources.

2. Comply with the current edition of the National Fire Protection Association (NFPA) 101 Life Safety Code, International Building Code, Architectural Barriers Act (ABA), National Electric Code, International Plumbing Code, and International Mechanical Code

3. If the code provisions conflict, the more stringent code provision shall govern.

4. In any instances where the drawings and specifications do not specify explicit materials or methods, then perform the work in accordance with the minimum requirements of the

Division 1 Specifications – p. 10 code applicable to the work.

B. Permit Responsibility:

1. In general, customary mechanical and electrical trade permits may be required. The

Contractor shall, arrange for, obtain, and pay for any customary mechanical and electrical trade permits and licenses.

2. Include fees for items above as a line item in the Schedule of Values.

3. FWS will obtain natural resource permits associated with in-stream work, if applicable.

01 42 00 REFERENCES

A. Acronyms

1. USFWS, US FWS, US & FWS, FWS, Owner, Government, and Service, are all intended to mean:

U.S Fish & Wildlife Service, Legacy Region 1 911 NE 11th Avenue Portland, OR 97232-4181

2. CO: Contracting Officer.

3. COTR or COR: Contracting Officers Technical Representative

4. CGS: Division of Contracting and General Services, USFWS.

5. DOI: Department of Interior

6. EN: Division of Engineering, USFWS.

7. D/B: Design Builder or Design Build entity

8. FF&E: Furnishings, Fixtures, and Equipment

9. NWR: National Wildlife Refuge

10. NWRC: National Wildlife Refuge Complex

11. NFH: National Fish Hatchery

12. NFHC: National Fish Hatchery Complex

B. Definitions

1. Allowance(s): A specific monetary sum included in the basic contract amount for a contract element that is undefined. Allowance includes all labor, materials, incidental expenses, taxes, and contractor markups for incorporation of the element into the project.

Allowances will be paid for on a time and materials basis after submittal and approval of a detailed cost break down and a contract modification has been issued. Should the allowance amount exceed the actual cost, savings will accrue to the Owner. Should the allowance not cover the cost an equitable contact modification will be issued.

2. Authority Having Jurisdiction: Division of Engineering, Region 1, U.S. Fish & Wildlife Service

3. Industry Standard: A reference standard that establishes a level of quality, performance or other characteristic of a material or system.

4. Local Authority Having Jurisdiction: Duly adopted local code authority, agency, or serving utility governing or serving the location of the project.

5. Remove and Replace (RR): Remove existing component or assembly and replace in kind with new materials of same type, design, quality, and operating characteristics.

6. Remove and Salvage (RSALV): Remove component, equipment or assembly intact and turn over to government for their use.

7. Refurbish (RFR): Restore component, equipment, or assembly “as new”. Refurbishing includes but is not limited to cleaning, restoring finishes, making inoperable items operable, rewiring, re-lamping, custom manufacturing unavailable parts, and replacing missing parts. If necessary for refurbishment, remove component, equipment, or assembly intact, refurbish, and reincorporate it into the project.

8. Remove and Reinstall (RSR): Remove component, equipment, or assembly intact.

Store and protect removed items, reincorporate into project in same condition prior to removal.

9. Unit Price: Establishment of a price based on a per unit basis or task basis for work to be

Division 1 Specifications – p. 11 provided in the project. Unit prices will be good for the duration of the project. Quantities will be measured and only actual quantities installed will be paid for. Unit prices should include all costs including taxes and fee for furnishing and installing into the project.

When unit prices are within 10% of estimated amounts the initial unit price will be valid.

When unit price quantity exceeds 10% of estimated amounts unit price may be renegotiated.

01 44 00 TESTING AND INSPECTION

N. Contractor to employ and pay for services of an independent testing agency or laboratory acceptable to Owner to perform specified testing.

• Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full-time specialist and responsible officer. Submit copy of report of laboratory facilities inspection made by Materials Reference Laboratory of National Bureau of Standards during most recent inspection, with memorandum of remedies of deficiencies reported by inspection.

O. The independent firm will perform tests, inspections and other services specified in individual specification sections and as required by Engineer.

• Laboratory: Authorized to operate in State of California.

• Laboratory Staff: Maintain full time specialist on staff to review services.

• Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to National Bureau of Standards or accepted values of natural physical constants.

P. Testing, inspections and source quality control may occur on or off project site. Perform off-site testing as required by Owner’s Representative.

Q. Reports will be submitted by independent firm to Engineer, Contractor, and authority having jurisdiction, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents.

R. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.

S. Testing and employment of testing agency or laboratory shall not relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

T. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by Engineer.

U. Agency Responsibilities:

• Test samples of mixes submitted by Contractor.

• Provide qualified personnel at site. Cooperate with Owner’s Representative and

Contractor in performance of services.

• Perform specified sampling and testing of products in accordance with specified standards.

• Ascertain compliance of materials and mixes with requirements of Contract Documents.

• Promptly notify Owner’s Representative and Contractor of observed irregularities or non-conformance of Work or products.

• Perform additional tests required by Architect/Engineer.

• Attend preconstruction meetings and progress meetings.

I. Agency Reports: After each test, promptly submit two copies of report to Owner’s

Representative, Contractor, and authority having jurisdiction. When requested by Engineer, provide interpretation of test results. Include the following:

1. Date issued.

Division 1 Specifications – p. 12

2. Project title and number.

3. Name of inspector.

4. Date and time of sampling or inspection.

5. Identification of product and specifications section.

6. Location in Project.

7. Type of inspection or test.

8. Date of test.

9. Results of tests.

10. Conformance with Contract Documents.

J. Limits On Testing Authority:

1. Agency or laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency or laboratory may not approve or accept any portion of the Work.

3. Agency or laboratory may not assume duties of Contractor.

4. Agency or laboratory has no authority to stop the Work.

01 51 00 TEMPORARY FACILITIES

A. Provide temporary facilities and utilities needed including heat, light, power, water, telephone, sanitary facilities, job offices, storage enclosures, safety devices, construction aids, and support equipment.

B. If suitable FWS power and water is present on the site, those utilities may be used for construction purposes at no cost to the Contractor.

C. Coordinate onsite parking and access with Station Manager.

D. Maintain all fire access lanes and fire parking areas clear of all construction materials, vehicles, and equipment.

E. Comply with all applicable federal, state, and local environmental laws and regulations. This condition applies to, but is not limited to, laws and regulations governing noise levels, air and water quality standards, and cultural resources.

F. Protect adjacent vegetation, property, structures, and improvements from damage.

G. Coordinate with the local FWS staff to select a construction staging area

H. Provide safety equipment and methods as necessary to perform the work in a safe manner in accordance with federal and state health and safety regulations. Provide temporary fencing, barricades, and warning devices as necessary to safeguard the public and government personnel.

01 61 00 BASIC PRODUCT REQUIREMENTS

A. Definition: “Product” means new material, machinery, components, equipment, fixtures, and systems of current manufacturer included in the work, and not including machinery and equipment used for preparation, fabrication, conveying and erection of the work. Products may include existing materials or components required for reuse.

B. Provide Products that comply with Contract Documents, are undamaged and new at time of installation.

C. Provide Products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and intended use and effect.

Division 1 Specifications – p. 13

D. Substitutions may be considered when Contractor becomes aware of a product or procedure that is more environmentally sensitive.

E. Provide interchangeable components of the same manufacturer, for similar components.

F. Use of asbestos or lead containing products is prohibited.

G. Product Selection:

1. Comply with specified industry standards.

2. Provide products in size, type, and quantity indicated and specified, unless, variations are accepted by CO in writing.

3. Provide products with capacities, sizes, and performance ratings indicated and specified, unless, variations are accepted by CO in writing.

4. Two or more products of the same kind shall be identical and by the same manufacturer.

01 63 00 PRODUCT SUBSTITUTION PROCEDURES

A. Product Options

1. For Products specified by Reference Standards or by description only, select any Product meeting those standards or description.

2. For Products specified by naming one or more manufacturers and allowing no options for substitutions, use products of manufacturers named and meeting specifications.

3. For Products specified by naming one or more manufacturers with a provision for substitutions, Contractor must submit a Request for Substitution for any manufacturer not specifically named.

4. Use of the terms “or equal”, “approved”, or approved substitution”, means substitutions are allowed.

5. When a single product or material is identified and substitutions are allowed it is the intent of the specified product or material to provide a level of quality, design and performance for evaluation of substitutions.

B. Substitution Representations

1. A substitution request constitutes a representation that the Contractor has investigated the proposed product and determined that it meets or exceeds the quality level of the specified product or system.

2. The contractor will provide the same warranty for the substitution as for the specified product

3. The contractor will coordinate the installation and make changes to the work, which may be required for the work to be completed with no additional cost to the government.

4. Waive claims for additional costs or time extensions which may subsequently become apparent.

5. Reimburse the government for review or redesign services associated with re-approval.

C. Substitution Procedures

1. Submit substitution requests on a copy of the CSI Substitution Request Form.

2. Submit a separate request for each product, supported with complete data, drawings, and samples as appropriate.

3. Substitution requests for a multiple list of mechanical and electrical components in one category of work by one manufacturer may be listed on one Substitution Request Form.

4. COTR will notify Contractor, in writing, of decision to accept or reject substitution request.

01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS

A. Transport and handle Products in accordance with manufacturer's instructions, using means and methods that will prevent damage, deterioration and loss, including theft.

Division 1 Specifications – p. 14

B. Schedule Product delivery to minimize long-term storage at Project site and prevent overcrowding of construction spaces.

C. Coordinate Product delivery with installation schedule to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

D. Deliver Products to Project site in undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

E. Promptly inspect shipments to ensure that Products comply with project requirements, quantities are correct, Products are undamaged, and properly protected.

F. Store and protect Products in accordance with manufacturers' published instructions, with seals and labels intact and legible.

G. Store Products subject to damage by elements above ground, under cover in weather tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's published instructions.

H. For exterior storage of fabricated Products, place on sloped supports, above ground.

I. Provide off-site storage and protection when Project site does not permit on-site storage or protection.

J. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation or potential degradation of Product.

K. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.

01 71 00 EXAMINATION

A. Verification of Conditions: Verify that field measurements, surfaces, substrates, and conditions are as required, and ready to receive Work.

B. Report in writing to COTR prevailing conditions that will adversely affect satisfactory execution of the Work. Do not proceed with Work until unsatisfactory conditions have been corrected.

C. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the US Fish and Wildlife Service.

01 73 00 EXECUTION

A. Manufacturer’s Instructions

1. Handle Store, fabricate, erect, install, connect, apply, clean, condition and adjust products and systems in accordance with manufacturer’s printed instructions and in conformance with requirements specified herein.

2. Obtain and distribute copies of manufacturer’s printed fabrication, installation, and application instructions to parties involved in the construction.

3. Review and resolve conflicts between manufacturer’s instructions and contract documents with COTR prior to fabrication and installation of products and systems

B. Perform the work in accordance with the technical specifications and other provisions of this contract.

Division 1 Specifications – p. 15

01 73 00 CUTTING AND PATCHING

A. Accomplish cutting and patching to:

1. Incorporate new work into existing work,

2. Remove defective non complying work,

3. Uncover defective work or work not installed in proper sequence.

4. Observe work covered by contractor prior to acceptance.

5. Provide openings in elements of work for penetration of mechanical and electrical and other utility work.

6. Remove samples of work for testing.

B. Employ original or skilled and experienced installer to perform cutting and patching.

C. Execute cutting and remove materials by methods which will prevent damage to other work and provide proper substrate for installation of repairs or new work

D. Submit written request in advance of cutting or altering elements that may effect:

1. Structural integrity of element

2. Integrity of weather exposure or moisture resistant elements

3. Efficiency, maintenance, or safety of element

4. Visual qualities of sight exposed elements

5. Work of owner or separate contractor

E. Identify any hazardous material or hazardous condition exposed during the cutting to the COTR for decision or remedy.

F. Provide shoring, bracing, and support to maintain structural integrity of the project.

G. Restore work with new products in accordance with specified requirements.

H. Patch and repair adjacent surfaces to comply with specified tolerances and finishes.

I. Refinish exposed surfaces to natural breaks in the existing finished surface

J. Refinish continuous surfaces or elements to nearest intersection.

K. Refinish entire unit or assembly.

L. Fill openings made oversized to install equipment, utility lines, and sleeves until finished surface is tight against penetrating material allowing for movement of penetrating member.

M. Maintain integrity of fire rating of any element, wall assembly, floor assembly, or roof /ceiling assembly.

01 74 00 CLEANING

A. Cleaning During Construction:

1. Maintain areas free of waste materials, debris, and rubbish. Maintain work areas and site in a clean and orderly condition.

2. Collect and remove waste materials, debris, and rubbish from work areas periodically

3. Upon Substantial Completion of the Work, or a portion of the Work, remove all debris, trash, construction wastes, materials, equipment, machinery, and tools arising from the Work to permit Government to occupy the Project or a portion of the Project for its intended use.

4. Restore Contractor used areas to their original or better condition.

ckreiser Text Box

Division 1 Specifications – p. 16

5. Minimize creation of construction, deconstruction, and demolition waste. Minimize factors that contribute to waste such as over-packaging, improper storage, ordering error, poor planning, breakage, mishandling, and contamination.

6. Develop a Waste Management Plan to ensure that existing site and building materials are reused, salvaged, or recycled.

7. Unless modified by the CO, divert 50%, minimum, of total project waste from landfills.

Dispose of all materials not salvaged, reused, or recycled legally, off-site, in licensed disposal facilities.

B. Final Cleaning:

1. Leave project broom clean and ready for occupancy.

2. Remove temporary protection and facilities installed during construction to protect previously completed installations during remainder of construction.

3. Dispose of all debris and rubbish legally in licensed disposal facilities

01 77 00 CLOSEOUT PROCEDURES

A. Thoroughly familiarize the local Field Station staff with the improvements and train them to be proficient in operation and maintenance.

B. Deliver to the project site any specialty tools, spare materials, maintenance materials, or similar devices such that the Field Station staff is able to operate and maintain the work.

C. Prefinal Walk Through:

1. Notify the COTR and schedule a preliminary walk through at an appropriate time prior to the anticipated date of completion of all work.

2. From this walk through COR will develop a punch list of items yet to be completed or deficiencies to be corrected.

3. The Contractor representative responsible for the work shall be present at the preliminary walk through and shall submit a preliminary list of unfinished work

D. Final Walk Through: Schedule final walk through upon completion of the work identified on the punch list.

E. The time required for walk throughs and for making any corrections as a result thereof shall be included in the contract performance time.

F. Adjust operating products and equipment to ensure smooth unhindered operation.

G. Identify all closeout procedures on the project schedule.

01 78 00 CLOSEOUT SUBMITTALS

A. Submit a full size set of red-lined drawings and complete set of specifications that clearly indicates the as-constructed work. Submit one set of marked up record drawings, one set of reproducible CAD drawings showing as-constructed conditions, and one electronic copy on a CD complying with FWS CAD Standards.

B. Submit fully executed manufacturer’s standard material, product, and equipment warranties, assigned to U.S Fish & Wildlife Service.

C. Submit all regulatory-agency clearance documents indicating the work complies with their requirements, including but not limited to, finalized plumbing/gas/electrical inspections, septic system approvals, well approvals, and material testing and inspection reports.

D. After completion of the work and prior to final payment, submit a Release of Claims (Form DI-137

Division 1 Specifications – p. 17 provided by USFWS), properly executed by the Contractor, releasing claims against the United States arising out of this contract, other than claims specifically excepted from the operation of the release.

END OF SECTION

01 78 00 – p. 1

SECTION 01 80 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL

A. This Section includes measurement and payment procedures to be followed by the Contractor. These procedures include, but are not limited to the following:

Unit Prices Measurement Standards Measurement and Payment

B. Any unit prices listed in the Bid Schedule are complete in place including labor, materials, equipment, products, testing, disinfection, fees and any incidental charges; and including allowance for insurance, applicable taxes, overhead, and profit. Unit prices are not for work and incidentals associated with work required by the Drawings and Specification that are to be paid for as a Lump Sum in the Bid Schedule.

C. Measurement and payment descriptions for each bid item listed in the Pricing Submittal Form are as set forth in this Section and as noted below:

1. All unit price bid items of work acceptably complete under the Contract will be measured by the Owner according to United State Standard Measures.

2. Measurements for unit price items will be made as hereinafter provided unless otherwise provided for by their individual measurement specifications.

3. The method of measurement and computations to be used in determination of quantities of material furnished or of work performed under the Contract will be those methods generally recognized as conforming to accepted engineering practice and will be carried to the proper significant figures or fractions of units for each items to conform to the usual practice of the Owner.

4. Items of work for which payment is made by a “Lump Sum” will be measured as a complete unit. Partial payment, if made, will be made according to the completed percentage of the various components of the lump sum item detailed in a Schedule of Values.

5. Measurement of Quantities (Unit Price Item)

a. Unless otherwise specified in other individual sections of these specifications, quantities of work shall be determined from measurements or dimensions in horizontal planes.

D. The measurement and payment items are listed below:

The payments to the Contractor are based on the following items. It is the intent that the scope of the description of the following…