General and Technical Specifications.pdf

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CONTRACT DOCUMENTS TABLE OF CONTENTS

McMILLEN JACOBS – 072020 CONTRACT DOCUMENTS TABLE OF CONTENTS

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 00 00 20 - 1

Section #s

TECHNICAL SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 00 Construction and Schedule Constraints 01 29 00 Schedule of Values 01 33 00 Contractor Submittals 01 42 10 Reference Standards 01 51 00 Temporary Utilities 01 55 00 Site Access and Storage 01 56 00 Protection of Existing Facilities 01 57 20 Temporary Environmental Controls 01 60 00 Products, Materials, Equipment, and Substitutions 01 74 30 Pressure Pipeline Testing 01 75 00 Startup Services

DIVISION 02 - SITEWORK

02 41 00 Demolition & Salvage

DIVISION 03 - CONCRETE

03 31 10 Cast-in-Place Concrete Systems 03 60 00 Cementitious Grout 03 65 00 Adhesive Anchor Systems

DIVISION 05 - METALS

05 50 00 Miscellaneous Metalwork

Division 07 – Thermal and Moisture Protection

07 92 00 Sealants and Caulking

DIVISION 09 - FINISHES

09 96 00 Protective Coatings

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 Pre-Engineered Metal Building Systems

DIVISION 23 – HEATING AND VENTILATION

23 05 00 Heating and Ventilation General

CONTRACT DOCUMENTS TABLE OF CONTENTS

McMILLEN JACOBS – 072020 CONTRACT DOCUMENTS TABLE OF CONTENTS

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 00 00 20 - 2

DIVISION 26 - ELECTRICAL

26 05 00 Electrical Work, General 26 05 02 Electrical Materials and Methods 26 05 19 Insulated Wire & Cable 26 05 43 Electrical Raceway Systems 26 08 00 Electrical Testing 26 93 00 Control Descriptions

DIVISION 31 - EARTHWORK

31 00 00 Earthwork 31 11 00 Site Preparation (Clearing & Grubbing) 31 23 00 Controlled Low Strength Material 31 35 00 Erosion & Sediment Control, General 31 35 20 Erosion Control Barriers

DIVISION 32 – EXTERIOR IMPROVMENTS

32 11 13 A.C. Pavement and Base 32 92 20 Seeding and Sodding

DIVISION 40 – PROCESS PIPING & INTEGRATION

40 23 00 Piping, General 40 23 01 Piping Identification 40 23 02 Pipe Supports 40 23 15 Galvanized Steel Pipe (ASTM A 53/A 106, Modified) 40 23 17 Copper Water Tube (ASTM B 88, Modified) 40 23 22 PVC Pressure Pipe (ASTM D1785, Modified)

DIVISION 43 – PROCESS GAS & LIQUID HANDLING, PURIFICATION

43 05 00 Equipment General Provisions 43 21 00 Pumps, General 43 21 13 Vertical In-Line End Suction Pumps 43 21 15 Vertical Hydropneumatic Bladder Tanks 43 25 00 Valves, General 43 25 01 Valve Actuators 43 25 02 Butterfly Valves 43 25 03 Check Valves 43 25 04 Ball Valves 43 31 05 Gauges

DIVISION 46 – PROCESS WATER AND WASTEWATER SPECIFIC EQUIPMENT

46 33 44 Hypochlorite Feed System 46 33 91 Polyethylene Tanks 46 41 17 In-Line Mixers

- END OF SECTION -

McMILLEN JACOBS – 072020 BID FORMS

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB PAGE 00 30 00-1

SECTION 003000 - BID FORMS

BID

BID TO: United States Fish and Wildlife Service

1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an

Agreement with the USFWS in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled Abernathy FTC

- Domestic Water System Rehabilitation.

2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid security.

3. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and the "Instructions to Bidders", and will furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents.

4. Bidder has examined copies of all the Contract Documents including the following addenda, if any such were issued, receipt of all of which is hereby acknowledged:

Number Date

Failure to acknowledge any issued addenda shall render the bid non-responsive and shall be cause for its rejection.

5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary.

To all the foregoing, and including all Bid Forms contained in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefor the Contract Price based on the Total Bid Price(s) named in the aforementioned Bid Forms.

Dated: Bidder:

By:

(Signature) Title:

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB PAGE 00 30 00-2

BID CERTIFICATE

(if Corporation)

STATE OF

SS:

COUNTY OF )

I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , held on , 2020 the following resolution was duly passed and adopted:

"RESOLVED, that , as

President of this Corporation, be and is hereby authorized to execute the Bid dated , 2020, to the United States Fish and Wildlife Service by this Corporation and that his/her execution thereof, attested by the Secretary of this Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation."

I further certify that said resolution is now in full force and effect.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of , 2020

Secretary

(SEAL)

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB PAGE 00 30 00-3

BASE BID SCHEDULE - LUMP SUM

Schedule of prices for construction of Abernathy FTC Domestic Water System Rehabilitation in accordance with the Contract Documents.

Item Description

1. Lump Sum Base Bid Item for execution of the entire project WORK, excluding the annual maintenance contract options listed below on the following page, For the lump sum of $ (Price in Figures)

(Price in Words)

LIST OF NAMED EQUIPMENT/MATERIAL MANUFACTURERS

The Bidder shall indicate below which manufacturer the Bidder intends to use for each item of equipment or material listed on this form by writing in one of the named manufacturers specified in the Technical Specifications for that equipment or material. (Proposed substitutes may be listed on the List of Proposed Substitutions but will only be considered after award of the Contract.) If no manufacturer is named in the Technical Specifications, the Bidder may list any manufacturer whose product meets all of the requirements and technical criteria specified. The listing of more than one manufacturer for each item of equipment/material to be furnished with the words "and/or" will not be permitted. Failure to comply with this requirement may render the Bid non-responsive and may cause its rejection.

Specification Named Manufacturer Section Equipment / Treatment System (List Only One)

43 21 13 In-line End-Suction Vertical Pumps 46 33 44 Hypochlorite Feed System

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB PAGE 00 30 00-4

LIST OF PROPOSED SUBSTITUTIONS

The Bidder proposes the following substitute or "or equal" products identified below:

Substitute Manufacturer Specification Substitute (List Only One for Each Section Equipment or Material Equipment or Material)

Note: Substitute products will only be considered after award of the Contract. The procedure for the submittal of substitute or "or equal" products is specified in the General Requirements.

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB PAGE 00 30 00-5

INFORMATION REQUIRED OF BIDDER

The Bidder shall furnish the following information. Additional sheets shall be attached as required.

Failure to complete Item Nos. 1, 3, and 4, will cause the Bid to be non-responsive and may cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the USFWS.

(1) CONTRACTOR's name and address:

(2) CONTRACTOR's telephone number:

(3) CONTRACTOR's license: Primary classification

State License No. and Expiration Date

Specialty classifications held, if any:

Name of Licensee, if different from (1) above:

(4) Name, address, and telephone number of surety company and agent who will provide the required bonds on this contract:

(5) ATTACH TO THIS BID a financial statement, references, and other information, sufficiently comprehensive to permit an appraisal of CONTRACTOR's current financial condition.

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB PAGE 00 30 00-6

NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER

AND SUBMITTED WITH BID

STATE OF )

) ss.

COUNTY OF )

, being first duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Signed:

Subscribed and sworn to before me this ________day of________, 2020

Notary Public in and for the

County of _______________________

State of ________________________

(SEAL)

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB PAGE 00 30 00-7

BID BOND

KNOW ALL MEN BY THESE PRESENTS,

That as Principal, and as Surety, are held and firmly bound unto US Fish and Wildlife Service, hereinafter called "USFWS," in the sum of dollars, for the payment of which sum, well and truly to be made, we jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns firmly by these presents.

WHEREAS, said Principal has submitted a Bid to said USFWS to perform the WORK required under the bidding schedule(s) of the USFWS's Contract Documents entitled Abernathy FTC Domestic Water System Rehabilitation.

NOW THEREFORE, if said Principal is awarded a contract by said USFWS and, within the time and in the manner required in the "Notice Inviting Bids" and the "Instructions to Bidders" enters into a written Agreement on the form of agreement bound with said Contract Documents, furnishes the required certificates of insurance, and furnishes the required Performance Bond and Payment Bond, and performs in all other respects the agreement created by this bid, then this obligation shall be null and void, otherwise it shall remain in full force and effect. The Surety stipulates and agrees that the obligation of said Surety shall in no way be impaired or affected by an extension of the time within which the USFWS may accept such bid and Surety further waives notice of any such extension. In the event suit is brought upon this bond by said USFWS and USFWS prevails, said Principal and Surety shall pay all costs incurred by said USFWS in such suit, including reasonable attorney's fees and costs to be fixed by the court.

SIGNED AND SEALED, this day of , 2020

(SEAL) (SEAL)

(Principal) (Surety)

By: By:

(Signature) (Signature)

(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY)

- END OF BID FORMS -

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB PAGE 00 30 00-8

McMILLEN JACOBS – 072020 SUMMARY OF WORK

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 11 00 - 1

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 -- GENERAL

1.1 SUMMARY

A. The WORK to be performed under this Contract shall consist of furnishing plant, tools, equipment, materials, supplies, and manufactured articles, and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications, and performing all work or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The WORK shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the WORK in good faith shall be provided by the CONTRACTOR as though originally so indicated, at no increase in cost to the USFWS.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Location. The WORK is located at the USFWS's existing Abernathy Fish Technology (AFTC) facility, located at 1440 Abernathy Creek Road, Longview, WA 98632. See Contract Drawing G001 for a Vicinity Map and project boundary limits on the work to be performed.

B. Work Summary. The WORK of this Contract is briefly summarized to be comprised of the construction of the following components. The list below is in no ways a complete list of all WORK required of the Contract and shall not be considered as such by the

CONTRACTOR.

1. A new booster pump station and sodium hypochlorite chemical feed system building (concrete foundation work and pre-engineered metal building construction).

2. New galvanized steel piping and accessories inside and under the new booster pump station facility.

3. New PVC (schedule 80) yard piping to connect the Booster Pump House discharge piping to the existing water distribution system in at least three different places.

4. New PVC (schedule 80) yard piping to connect the existing groundwater supply line to the Booster Pump House inlet line.

5. PVC piping modifications inside the existing hatchery building to transition the building water supply from a pumped supply utilizing potable water to one that is to a gravity supply fed by the existing unchlorinated groundwater supply originating from the existing degas and constant head tank. This work also entails removal of a critical backflow preventer that induces excessive head loss on the water supply system to the hatchery.

6. Modifications required to the inlet and outlet piping to two different fire hydrants (FH) on-site to transition the hydrants to service from non-potable fire-suppression water fed from the existing water storage reservoir located above the AFTC.

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 11 00 - 2

7. New electrical service from the existing main electrical building located near the backup engine generator facility on the west side of the site to the new booster pump station and sodium hypochlorite chemical feed system house.

8. New instrumentation work, including new pump control panels, programming and instrumentation and control work related to the installation of the new booster pump station and sodium hypochlorite chemical feed systems.

9. All other civil, structural, and mechanical WORK to create a complete and operable project, per the requirements of the Contract Documents.

1.3 CONTRACT METHOD

A. The WORK hereunder will be constructed under a single lump sum contract.

1.4 WORK BY OTHERS

A. Where 2 or more contracts are being performed at one time on the same Site or adjacent land in such manner that work under one contract may interfere with work under another, the USFWS will determine the sequence and order of the Work in either or both contracts. When the Site of one contract is the necessary or convenient means of access for performance of work under another, the USFWS may grant privilege of access or other reasonable privilege to the contractor so desiring, to the extent, amount, and in manner and at time that the USFWS may determine. No USFWS determination of method or time or sequence or order of the work or access privilege shall be the basis for a claim for delay or damage except under provisions of the General Conditions for temporary suspensions of the work. The CONTRACTOR shall conduct its operations so as to cause a minimum of interference with the work of such other contractors, and shall cooperate fully with such contractors to allow continued safe access to their respective portions of the Site, as required to perform work under their respective contracts.

B. Interference with Work on Utilities: The CONTRACTOR shall cooperate fully with all utility forces of the USFWS or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the WORK, and shall schedule the WORK so as to minimize interference with said relocation, altering, or other rearranging of facilities.

1.5 WORK SEQUENCE

A. The CONTRACTOR's attention is directed to the fact that during the entire construction project duration, no interruption in the pumping of water can be accommodated at the hatchery building or outdoor raceway facilities, and the CONTRACTOR shall so schedule its construction operations that no interference with the operation of the hatchery will occur during the critical period. See Section 01 14 00 – Construction and Schedule Constraints for the allowable limits on short-duration (temporary) water flow shutdowns to the hatchery or raceway facilities.

B. Access to the site is limited to the hours of 7:30 AM to 4:30 PM, during working days of Monday thru Friday. CONTRACTOR may set their work schedule to work 4 to 6 days per week as best meets the needs of construction Work progress with USFWS approval.

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 11 00 - 3

C. Any required Construction inspections shall be scheduled by the CONTRACTOR to occur on the days of Monday thru Friday, excluding holidays, no later than 5 PM local time. Inspections shall not be scheduled for either Saturdays or Sundays.

1.6 CONTRACTOR USE OF SITE

A. The CONTRACTOR's use of the Site shall be limited to its construction operations, including on-Site storage of materials, on-Site fabrication facilities, and field offices, where indicated on the Contract Drawings.

B. The CONTRACTOR shall not use any portions of the site not expressly outlined in the Contract Drawings for any of its construction operations.

1.7 OUTAGE PLAN AND REQUESTS

A. Unless the Contract Documents indicate otherwise, the CONTRACTOR shall not remove from service, de-energize, or modify settings for any existing operating tank pipeline, valve, channel, electrical or pumping equipment, structure, road, or any other facility without permission from the USFWS.

1. Planned water supply outage needs of the CONTRACTOR for making new piping service connections at the AFTC facilities shall be performed only with a minimum notice of three (3) days written (email) notice to the USFWS, and having received approval from the USFWS for such requested outage.

2. No more that three (3) outages in total shall be allowed for making the required piping connections described in the Contract Documents.

3. The maximum duration of any water supply outage at the hatchery or raceway facilities shall be as identified in Section 01 14 00 – Construction and Schedule Constraints.

4. CONTRACTOR shall mobilize no fewer than 4 qualified piping subcontractor staff to work in two teams of two mechanical piping installer / pipe fitters in each team, during the approved outage events.

5. The minimum time between water supply outages at the hatchery shall be 24 hours.

B. Where the WORK requires modifications to existing facilities or construction of new facilities and connection of new facilities to existing facilities, the CONTRACTOR shall submit a detailed outage plan and schedule for the USFWS’S approval a minimum of one (1) week in advance of the time that such outage is planned.

C. A completed System Outage Request form shall accompany each outage plan. The outage plans shall be coordinated with the construction schedule and shall meet the restrictions and conditions of the Contract Documents. The outage plan shall describe the CONTRACTOR's method for preventing bypassing of other treatment units; the length of time required to complete said operation; any necessary temporary power, controls, instrumentation or alarms required to maintain control, monitoring, and alarms for the treatment plant processes; and the manpower, plant, and equipment which the CONTRACTOR will furnish for proper operation of associated treatment units. All costs

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 11 00 - 4

for preparing and implementing the outage plans shall be at no increase in cost to the

USFWS.

D. The USFWS shall be notified in writing at least one week in advance of the required outage if the schedule for performing the work has changed or if revisions to the outage plan are required.

E. The CONTRACTOR shall provide written confirmation of the shutdown date and time a minimum of two (2) working days prior to the actual shutdown.

1.8 USFWS USE OF THE SITE

A. The USFWS may utilize all or part of the existing Site and existing facilities during the entire period of construction for the conduct of the USFWS's normal operations. The CONTRACTOR shall cooperate and coordinate with the USFWS to facilitate the USFWS's operations and to minimize interference with the CONTRACTOR's operations at the same time. In any event, the USFWS shall be allowed access to the Site during the period of construction.

1.9 PARTIAL UTILIZATION OF THE WORK BY USFWS

A. The USFWS will take partial utilization of the WORK upon completion of the hatchery piping modification work required on the project, as per the Mechanical Contract Drawing M301.

B. Partial utilization will involve the placing into service of all new PVC piping work associated with the hatchery building.

1.10 PROJECT MEETINGS

A. Preconstruction Conference

1. Prior to the commencement of WORK at the Site, a preconstruction conference will be held at a mutually agreed time and place. The conference shall be attended by the CONTRACTOR'S Project Manager, its superintendent, and its subcontractors as the CONTRACTOR deems appropriate. Other attendees will be:

a. COR (at USFWS’s request) and the Resident Project Representative.

b. Governmental representatives as appropriate.

c. Others as requested by CONTRACTOR or USFWS.

2. The CONTRACTOR shall bring the preconstruction conference submittals in accordance with Section 01 33 00 - Contractor Submittals.

3. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The complete agenda will be furnished to the CONTRACTOR prior to the meeting date. However, the CONTRACTOR should be prepared to discuss all of the items listed below.

a. Status of CONTRACTOR's insurance and bonds.

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 11 00 - 5

b. CONTRACTOR's tentative schedules.

c. Transmittal, review, and distribution of CONTRACTOR's submittals.

d. Processing applications for payment.

e. Maintaining record documents.

f. Critical work sequencing.

g. Field decisions and Change Orders.

h. Use of Site, office and storage areas, security, housekeeping, and USFWS's needs.

i. Major equipment deliveries and priorities.

j. CONTRACTOR's assignments for safety and first aid.

k. Daily Report Form which the COR will furnish.

l. Submittal Transmittal Form which the COR will furnish.

4. The USFWS and COR will preside at the preconstruction conference and will arrange for keeping and distributing the minutes to all persons in attendance.

Minutes will only include any action items or decisions not explicitly covered in the Contract Specifications and associated Addenda.

5. The CONTRACTOR and its subcontractors should plan on the preconstruction conference taking no less than 6 working hours within one (1) working day. The meeting will commence at the Administration building on-site at 9 AM.

B. Progress Meetings

1. The USFWS will schedule and hold regular on-Site progress meetings at least every two weeks (bimonthly) and at other times as requested by CONTRACTOR or as required by progress of the WORK. The CONTRACTOR, USFWS, and all subcontractors active on the Site shall attend each meeting. CONTRACTOR may at its discretion request attendance by representatives of its suppliers, manufacturers, and other subcontractors.

2. The USFWS will preside at the progress meetings and will arrange for keeping and distributing the minutes. The purpose of the meetings is to review the progress of the WORK, maintain coordination of efforts, discuss changes in scheduling, and resolve other problems which may develop. During each meeting, the CONTRACTOR shall present any issues that may impact its progress with a view to resolve these issues expeditiously.

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 11 00 - 6

PART 2 -- PRODUCTS (NOT USED)

PART 3 -- EXECUTION (NOT USED)

McMILLEN JACOBS – 072020 CONSTRUCTION & SCHED. CONSTRAINTS

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 14 00 - 1

SECTION 01 14 00 - CONSTRUCTION AND SCHEDULE CONSTRAINTS

PART 1 -- GENERAL

1.1 SUMMARY

A. WORK shall be scheduled, sequenced, and performed in a manner which minimizes all water supply and other disruptions to the Abernathy Fish Technology Center (AFTC) facilities including the hatchery building, outdoor raceways, and laboratory and genetics buildings. Contractor shall also be required to minimize disruptions to the USFWS’s operation and maintenance needs of all of the AFTC facilities.

B. The CONTRACTOR shall incorporate the construction and schedule constraints of this Section in preparing the construction schedules required for project execution.

1.2 EXISTING AFTC FACILITIES

A. The WORK shall be executed while the existing AFTC is in operation. Operation of the existing facilities shall not be jeopardized nor shall the efficiency of the AFTC’s aquaculture and experimental programs be reduced as a result of the execution of the

WORK.

B. Unless indicated otherwise, temporary pumping, piping, power, lighting, controls, instrumentation, alarms, security devices, and safety devices shall be provided by the CONTRACTOR whenever its activity or interruption due to its activity affects the existing facility.

C. The construction constraints in this Section do not include every item affecting the completion of the WORK, but are intended to describe the sequence of critical events necessary to minimize disruption to the AFTC’s processes. It shall be understood and agreed by the CONTRACTOR that the critical events described are not inclusive and that additional items of WORK not included may be required to minimize disruption and ensure compliance. Deviation from or modification of these suggested sequences is permitted if techniques and methods known to the CONTRACTOR will result in reducing disruption to the facility operation and maintaining treatment efficiency, and if deviation is approved in advance by the USFWS.

1.3 OPERATION OF HATCHERY EQUIPMENT

A. Operational functions or shutdown of the existing hatchery required to facilitate CONTRACTOR's operation will be done by the USFWS's personnel only.

B. The plant operation and maintenance personnel will cooperate in every way that is practical in order to facilitate CONTRACTOR's operation. However, certain shutdown and connections may only be permissible at times other than normal working hours such as nights or weekends. No additional payment will be made to the CONTRACTOR for any night, weekend, or holiday premium or overtime payments.

C. If it becomes necessary for the proper operation or maintenance of portions of the facility, the USFWS may require the CONTRACTOR to reschedule an approved shutdown. The CONTRACTOR shall then reschedule its operations so there shall be no conflict with necessary operations or maintenance of the plant. The CONTRACTOR

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 14 00 - 2

shall, within two (2) Days, furnish the USFWS a revised outage request and a plan for rescheduling the shutdown in accordance with the requirements of the construction schedule.

1.4 PROTECTION OF EXISTING FACILITIES

A. The CONTRACTOR shall take necessary precautions to ensure that no damage occurs to the AFTC facilities, including piping, utilities, roads, and electrical services, that are to remain in operation and are not to be modified or replaced, in accordance with Section 01 56 10 - Protection of Existing Facilities. Any temporary facilities, materials, equipment, and labor required for the AFTC to continue to meet fish rearing needs during construction shall be provided by the CONTRACTOR as part of the WORK. At the completion of work, such temporary facilities, materials, and equipment shall be removed from the Site as part of the WORK.

1.5 OUTAGE REQUESTS

A. Background on AFTC Operations. The USFWS has critical year-round hatchery and genetics laboratory operations that are conducted inside the various buildings of the AFTC. There are no weeks or months in which the AFTC is void of fish. The laboratory and hatchery fish can survive only very short periods (up to two hours, without a fresh supply of water to their tanks). As such, new piping connections can be made to existing piping inside and outside the hatchery building, only under short duration, planned outages of water supply as that described in Part 1.8.C below.

B. Modifications to existing facilities, the construction of new facilities, and the connection of new to existing facilities may require the temporary outage or bypass of existing water supply processes or facilities. In such cases, the CONTRACTOR shall coordinate WORK with the USFWS as described below. The CONTRACTOR shall submit a detailed outage plan and time schedule for construction activities which will make it necessary to remove a tank, pipeline, channel, electrical circuit, equipment, structure, road, or other facilities from service.

1. See Section 01 11 00 – Summary of Work, for description of allowed outages as part of the construction WORK.

C. The outage plans shall be submitted to the USFWS for acceptance a minimum of 1 week in advance of the time that such outages are required. The outage plans shall be coordinated with the construction schedule and shall meet the restrictions and conditions of this Section and Section 01 11 00. The outage plan shall describe the CONTRACTOR's method for preventing loss of water flow to hatchery rearing tanks; the length of time required to complete the operation; any necessary temporary power, controls, instrumentation, or alarms required to maintain control and monitoring of the hatchery facility processes. Costs for preparing and implementing the outage plans shall be the responsibility of the CONTRACTOR as part of the WORK.

D. The CONTRACTOR shall not begin an alteration affecting existing facilities until specific written approval has been granted by the USFWS in each case.

E. The USFWS will coordinate the CONTRACTOR's planned procedure with the treatment facility personnel. The USFWS has the authority to modify any proposed shutdown procedures if such procedures would adversely impact the plant operations.

USFWS – ABERNATHY FTC; DOMESTIC WATER SYSTEM REHAB. PAGE 01 14 00 - 3

F. The USFWS shall be notified in writing at least one week in advance of the required outage if the schedule for performing the WORK has changed or if revisions to the outage plan are required. The CONTRACTOR shall provide written confirmation of the shutdown date and time a minimum of two (2) Days prior to the actual shutdown.

1.6 TEMPORARY CONNECTIONS

A. Making connections to existing facilities or other operations that interfere with the operation of the existing equipment shall be thoroughly planned in advance, and required equipment, materials, and labor shall be on hand at the time of undertaking the connections. WORK shall be completed as quickly as possible and with as little delay as possible and shall proceed continuously (24 hours a day and seven days a week) if necessary to complete modifications and/or connections in the minimum time.

B. The cost of any temporary facilities and night, weekend, or holiday activity and overtime payments required during process interruptions shall be included in the WORK.

C. Temporary facilities and piping shall be located to minimize interference with CONTRACTOR's construction facilities and USFWS's operation and maintenance of the hatchery. Unless otherwise indicated, each temporary pipeline shall be of the same size as its connection to the existing or permanent facility at the downstream end of the pipeline. Piping materials shall be suitable for the material being conveyed and be as required in the Contract Specifications.

D. When temporary electrical power, controls, instrumentation, or alarms are required for routine continuous operations of the temporary equipment, the CONTRACTOR shall provide the necessary equipment and appurtenances. Prior to installing said equipment and appurtenances, CONTRACTOR shall furnish a submittal on the proposed components and installation for USFWS's review and approval.

E. A plan showing the size and location of the temporary facilities and piping shall be submitted to the USFWS at the same time as the outage plan required under this Section. Costs for design, provision, operation, and removal of temporary facilities and piping shall be part of the WORK.

1.7 CONSTRUCTION SEQUENCING

A. Construction activities shall be scheduled and sequenced to ensure continuous operation of the existing treatment facilities. The CONTRACTOR's scheduling shall develop construction sequencing so that the WORK will not adversely impact treatment.

The CONTRACTOR shall be responsible for development of the construction sequencing. In implementing the construction sequencing, the CONTRACTOR shall maintain the existing facilities in service until new facilities are constructed and are operational to supplement the existing capacity. When new facilities are operational, the existing facilities may be taken out of service. The following general guidelines shall be used by the CONTRACTOR in planning the sequence of construction.

1. Safe working conditions for personnel shall be maintained during rehabilitation, modification, and demolition WORK. The foregoing includes at least proper trench excavation, the provision of temporary equipment guards, supports, warning signs, walkways, covers over openings, handrailing, and protection of electrical equipment and power supply.

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2. Temporary facilities shall be constructed in accordance with applicable codes and regulations to operate safely and properly.

3. Valves to be temporarily shut off during the WORK shall be tagged as such and shall be wired shut and padlocked.

4. Electrical and mechanical equipment shall be similarly shut down.

1.8 SCHEDULE CONSTRAINTS

A. General: It is the CONTRACTOR's responsibility to coordinate and plan the construction activities to integrate each schedule constraint into performance of the overall WORK.

B. The listing of schedule constraints below does not mean that every constraint or special condition has been identified. The list does not substitute for the CONTRACTOR's coordination and planning for completion of the WORK within the Contract Times.

C. Hatchery Water Outage Requests for Piping Modifications Work. The new piping modifications work in the hatchery building area shall revolve around scheduling of no more than three (3) different planned water shutdowns of the hatchery piping systems with USFWS’s facilities manager. The outages / planned water outages shall be as follows:

1. Temporary Shutdown No. 1: Shutdown of duration no longer than 2 hours to make needed piping connection of new 3” PVC piping and isolation valve to the inlet of the existing degas and head tank facility, as shown on Drawing C103, and to make the modifications to the piping interior to the hatchery building, as shown on Drawing M301.

a. The CONTRACTOR shall have no less than two mechanical pipe crews of two pipe laborers working simultaneously on this new tapping operation in the existing 16-inch ductile iron (DI) pipeline and the piping modifications in the hatchery building.

b. The Superintendent shall be the third person to oversee and assist the laborers work and aid as needed.

2. Temporary Shutdown No. 2: Shutdown of duration no longer than 8 hours for CONTRACTOR to make all needed piping cuts and installation of new PVC caps at Fire Hydrants FH-1 and FH-2 as shown on Contract drawings C101 and C102. The CONTRACTOR shall have no less than two mechanical pipe crews working simultaneously on these cut and cap efforts, of at least two laborers in each crew, and a Superintendent to oversee the work and aid where needed.

a. No work shall commence on either of the fire hydrants until all lines have been exposed and positively identified for cutting and capping with the USFWS’s Facilities Manager.

b. CONTRACTOR shall have crews prepared to work up to at least a 12-hour day to insure that all connections of this shutdown are properly made and completed before 7 PM of the same day

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3. Temporary Shutdown No. 3: Shutdown of duration no longer than 8 hours reserved for the CONTRACTOR to make the three (3) new potable water connections on the potable water distribution system, where shown on Contract Drawing C104, and to make the piping modifications in the existing domestic water pump house, as shown on Contract Drawing D100. The CONTRACTOR shall have no less than two (2) mechanical pipe crews working simultaneously on these cut and cap efforts, of at least two laborers in each crew, and a Superintendent to oversee the work and aid where needed.

a. No work shall commence on any of the new potable water connections until all lines have been exposed and positively identified for cutting and connecting with the USFWS’s Facilities Manager.

b. CONTRACTOR shall have crews prepared to work up to at least a 12-hour day to insure that all connections of this shutdown are properly made and completed before 7 PM of the same day.

4. The shutdowns given above shall be performed sequentially in the order defined. A minimum of 24 hours shall be furnished between any two consecutive shutdowns.

5. Temporary Shutdown Plan Submittals: CONTRACTOR shall submit a plan for each of the temporary water supply shutdowns for review and approval by the USFWS and COR. Submittals shall be made and approved no more than 10-calendar days prior to planned Shutdown No. 1 event. Shutdown plan submittals shall include:

a. Date and time frame of proposed shutdown or interconnection, including sequence of events and activities to be conducted.

b. A detailed description of sequences and activities for the planned shutdown and interconnection including other provisions so that interconnection, testing, and startup will be completed within the planned time.

c. Staff, equipment, and materials that will be at the Site before commencing the shutdown.

d. USFWS’s Hatchery Manager shall reserve the right to postpone either shutdown to a later date (up to 10 days later) to accommodate the current fisheries and laboratory program activities occurring in any and all of the hatchery and laboratory buildings, including the outdoor raceway facilities.

PART 2 -- PRODUCTS (NOT USED)

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McMILLEN JACOBS – 072020 SCHEDULE OF VALUES

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SECTION 01 29 00 - SCHEDULE OF VALUES

PART 1 -- GENERAL

1.1 GENERAL

A. This Section defines the process whereby the Schedule of Values (lump sum price breakdown) shall be developed and incorporated into the cost loading function of the Contractor’s CPM Schedule. Monthly or bi-weekly progress payment amounts shall be determined from the monthly progress updates of the CPM Schedule activities.

B. The Schedule of Values shall be developed independent but simultaneous with the development of the CPM Schedule activities and logic.

1.2 DETAILED SCHEDULE OF VALUES

A. The CONTRACTOR shall prepare and submit a detailed Schedule of Values to the USFWS within 14 Days from the date of Notice to Proceed. The detailed Schedule of Values shall be based on the accepted preliminary Schedule of Values for major WORK components. Because the ultimate requirement is to develop a detailed Schedule of Values sufficient to determine appropriate monthly progress payment amounts through cost loading of the CPM Schedule activities, sufficient detailed breakdown shall be provided to meet this requirement.

B. The USFWS shall be the sole judge of acceptable numbers, details and description of values established. If, in the opinion of the USFWS, a greater number of Schedule of Values items than proposed by the CONTRACTOR is necessary, the CONTRACTOR shall add the additional items so identified by the USFWS. The minimum detail of breakdown of the major WORK components is indicated below. Greater detail shall be provided if requested by the USFWS.

1. Mobilization: No greater than 4.0 percent of Contract Price

2. The total value of all civil yard piping work, including the preparation of all pipe trenches and excavations, cutting and demolition of existing water lines, lines, and connection of new lines to the Fire Hydrants (FH) and potable water system connections as shown on Contract Civil Drawings C101 thru C104. This work shall include all the coordination work and requirements of the three Temporary Shutdowns as defined in Section 01 14 00 - Construction and Schedule Constraints.

The WORK shall also include all hydrostatic testing and backfill of pipe trenches in the yard.

3. All other site civil WORK inclusive of clearing and grubbing, asphalt paving repair work, final grading and drainage WORK for the new PEMB and the yard trenching.

4. The total value of the new booster pump station pre-engineered metal building (PEMB), inclusive of all concrete foundation WORK and foundation preparation WORK, concrete equipment pad WORK, architectural WORK (doors, overhead door windows, and ventilation and heating system) and other incidental systems and features supplied by the MBSS. This line item shall not include any mechanical or electrical equipment, (including panels, conduits, wiring, lights and receptacle systems) required inside the new PEMB.

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5. The total value of all pumping mechanical systems inside the new PEMB, including the booster pumps and motor assemblies and all associated galvanized steel piping, valving, pipe support systems, and the hydropneumatic bladder tanks and associated piping and valves.

6. The total value of the chlorine (sodium hypochlorite) feed system, including the entire prefabricated chemical feed system (pumps, pump table and accessories) the polyethylene day tank and mixers, the static mixer into which the chlorine solution is pumped, the new eyewash station, and the residual chlorine analyzer, piping, and appurtenances.

7. The total value of all piping demolition work and new piping work to be furnished inside the existing hatchery building, per Contract Drawing M301.

8. The total value of all electrical WORK required inside the new booster pump station pre-engineered metal building (PEMB).

9. The total value of all electrical WORK required on the site that is outside of the new booster pump station pre-engineered metal building (PEMB).

10. The total value of all other instrumentation and control work, as shown on the Contract Instrumentation Drawings, including any associated programming associated with the furnished interfaces of the VFDs and the chemical feed system.

11. Demobilization: No less than 1.0 percent of the Contract Price

12. The total value of all other WORK not specifically included in the above items, for a complete project fulfilling all the requirements of the Contract Documents.

C. The CONTRACTOR and USFWS shall meet and jointly review the detailed Schedule of Values within 30 Days from the date of Notice to Proceed. The value allocations and extent of detail shall be reviewed to determine any necessary adjustments to the values and to determine if sufficient detail has been proposed to allow acceptable cost loading of the CPM Schedule activities. Any adjustments deemed necessary to the value allocation or level of detail shall be made by the CONTRACTOR and a revised detailed Schedule of Values shall be submitted within 40 Days from the date of Notice to Proceed.

D. Following acceptance of the detailed Schedule of Values, the CONTRACTOR shall incorporate the values into the cost loading portion of the CPM Schedule. The CPM activities and logic shall have been developed concurrent with development of the detailed Schedule of Values; however, it shall be necessary to adjust the detailed Schedule of Values to correlate to individual Schedule activities. It is anticipated that instances will occur, due to the independent but simultaneous development of the Schedule of Values and the CPM Schedule activities, where interfacing these 2 documents will require changes to each document. Schedule activities may need to be added to accommodate the detail of the Schedule of Values. Schedule of Value items may need to be added to accommodate the detail of the CPM Schedule activities.

Where such instances arise, the CONTRACTOR shall propose changes to the Schedule of Values and to the CPM Schedule activities to satisfy the CPM Schedule cost loading requirements.

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1.3 CROSS REFERENCE LISTING

A. To assist in the correlation of the Schedule of Values and the CPM Schedule, the CONTRACTOR shall provide a Cross Reference Listing which shall be furnished in 2 parts. The first part shall list each Scheduled Activity with the breakdown of the respective valued items making up the total cost of the activity. The second part shall list the valued item with the respective Scheduled Activity or Activities that make up the total cost indicated. In the case where a number of schedule items make up the total cost for a valued item (shown in the Schedule of Values) the total cost for each scheduled item should be indicated.

B. These listings shall be updated and submitted in conjunction with the CPM monthly submittals.

C. Approved change orders reflected in the CPM Schedule shall be incorporated into the Schedule of Values as a single unit identified by the change order number.

1.4 CHANGES TO SCHEDULE OF VALUES

A. Changes to the CPM Schedule which add activities not included in the original schedule but included in the original WORK (schedule omissions) shall have values assigned as approved by the USFWS. Other activity values shall be reduced to provide equal value adjustment increases for added activities as approved by the USFWS.

B. In the event that the CONTRACTOR and USFWS agree to make adjustments to the original Schedule of Values because of inequities discovered in the original accepted detailed Schedule of Values, increases and equal decreases to values for activities may be made.

1.5 LIQUIDATED DAMAGES

A. The Schedule of Values information is an integral part of the scheduling and reporting requirements and the progress payment information. As such, it is critical information to evaluating progress and the proper planning of the USFWS's and COR's WORK-related effort as well as their financial obligations associated with this project. Accordingly, if any submittal required by this Section is found to be incomplete or is submitted later than required, the USFWS will suffer financial loss and, accordingly, liquidated damages will be assessed against the CONTRACTOR in accordance with FAR Clauses of the Contract.

PART 2 -- PRODUCTS (NOT USED)

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McMILLEN JACOBS – 072020 CONTRACTOR SUBMITTALS

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SECTION 01 33 00 - CONTRACTOR SUBMITTALS

PART 1 -- GENERAL

1.1 SUMMARY

A. Wherever submittals are required in the Contract Documents, submit them to the USFWS and COR as directed.

B. Within seven (7) Days after the date of commencement as stated in the Notice to Proceed, the CONTRACTOR shall submit the following items for review:

1. A preliminary schedule of Shop Drawings, Samples, and proposed Substitutes ("Or- Equal") submittals listed in the Bid. The schedule of submittals shall be based on CONTRACTOR's priority, planned construction sequence and schedule, long lead items, and size of submittal package. Allow time for resubmittals.

2. A list of permits and licenses the CONTRACTOR shall obtain, indicating the agency required to grant the permit and the expected date of submittal for the permit and required date for receipt of the permit.

1.2 PRECONSTRUCTION CONFERENCE SUBMITTALS

A. At the preconstruction conference, submit the following items to the USFWS and COR for review:

1. A revised schedule of Shop Drawings, Samples, and proposed Substitute ("Or- Equal") submittals listed in the Bid.

2. A list of permits and licenses the CONTRACTOR shall obtain, indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.

1.3 SHOP DRAWINGS

A. All shop drawing submittals along with the shop drawing…