140R6019R0009_0001.pdf

(x)

140R6019R0009 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

Billings MT 59107

R60

PO Box 36900 Regional Office Great Plains Region Bureau of Reclamation

08/23/20190001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/29/2019

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Casper Mountain East Microwave Building and Generator Addition

See continuation pages for changes incorporated by this amendment.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Jeremy Gillespie

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Amendment No. 0001 Solicitation No. 140R6019R0009

Description of Changes:

This solicitation amendment (amendment 0001) includes the following:

1. A revised Specification Section 00 00 03 Table of Contents

2. A revised Specification Section 01 33 00 Submittals

3. A revised Specification Section 03 47 40 Structural Prefabricated Concrete Building

4. A revised Specification Section 26 32 10 Engine-Generator Set

5. A revised period of performance, which is now 10/15/2019 through 8/31/2020.

6. A summary of the pre-proposal site visit agenda

7. A roster of pre-proposal site visit attendees

8. A list of pre-proposal site visit questions and responses to those questions

9. Addition of Specification Section 51 10 02 Casper Mountain East Asbestos Report

Acknowledgement: See Block 11 on the Standard Form 30 regarding acknowledgement by offerors to this amendment. The Government requires acknowledgement by offerors to this amendment at the place designated for receipt of proposals. (Please see Block 19 on the SF- 1442).

Third Party: If you have provided a copy of this solicitation to another company or individual, please forward this amendment accordingly.

Receipt of Proposals: The date and time for receipt of proposals remains unchanged. The date and time for receipt of proposals is 8/29/2019 at 1500 (3 p.m.) Mountain Time.

Casper Mountain East Microwave Building and Generator Addition

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 3

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME) ASME Y14.1-12 Decimal Inch Drawing Sheet Size and

Format

B. National Institute of Building Sciences (NIBS) NIBS NCS-14 United States National CAD Standards, Version 6

1.03 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

C. Submittals: Considered “shop drawings” within the terms of the clause at FAR 52.236- 21, Specifications and Drawings for Construction.

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement Units: US Customary Units.

C. Drawings:

1. Minimum identification in title block:

a. Contract number and title.

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 4

b. Contractor’s or supplier’s title and drawing number.

c. Date.

2. Provide space next to title block for review stamps.

3. Size: D size (22 inches by 34 inches).

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Lettering shall be neat when drawing preparation with drafting equipment is allowed.

5. Final drawings:

a. Drawing format: AutoCAD, Version 2007 or later.

b. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

c. Electronic files: On CD or DVD discs.

d. Original plots: D size (22-inch by 34-inch).

e. Government will provide an electronic AutoCAD template.

D. Product Data:

1. Mark manufacturer’s data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacture’s name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike out items that do not apply.

E. Certifications:

1. Certifications by a registered professional: Signed and sealed by registered professional.

2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Check certifications before incorporating the material in the work to ensure that the requirements of the contract have been met. Material accepted by certification may be

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 5 sampled and tested. If material is determined not to conform with the contract, the material will be rejected whether in place or not.

C. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

D. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A - List of Submittals.

1. Electronic submittals:

a. In Portable Document Form (PDF).

b. Include RSN transmittal letter.

c. Do not include Personally Identifiable Information (PII) in electronic submittals.

2. Submit electronic submittals via email or CD/DVD based on size:

a. The Government can receive e-mails up to 15 MB. However, e-mails over 10 MB should be considered extra large. E-mailing of electronic submittals exceeding 10 MB should only occur after transmittal of larger size e-mail has been verified.

b. Address e-mail of electronic submittals less than extra large size to:

1) kkarstoft@usbr.gov

c. Include electronic submittals that are too large to e-mail with paper copy of submittal. These electronic submittals shall be on CD or DVD.

E. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

F. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 14 days after receiving comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

mailto:kkarstoft@usbr.gov

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 6

G. Each RSN shall be submitted under a separate transmittal letter. Multiple RSN’s submitted under a single letter will be returned to the Contractor for resubmittal.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 21 days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

B. Time in Excess of Specified:

1. The CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will be to extent that excess review time caused delay to contract completion date.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to extent that:

a. Approval was required under contract, and.

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR

52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. Submittal Response:

1. A response letter from the COR for each submittal will be sent to the Contractor indicating if the submittal is either approved, approved subject to identified changes, or not approved.

a. Revise and resubmit submittals not approved.

b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 7

1.07 TRANSMITTAL

A. Addresses for codes listed in Table 01 33 00A - List of Submittals:

1. Where the recipient is the Contracting Officer, address the transmittal letter to

Bureau of Reclamation, Attention: GP-5000, P.O. Box 36900, Billings, MT 59107-6900. Physical address is 2021 4th Avenue North, Billings, MT 59101.

2. Where the recipient is the Contracting Officer’s Representative, address the transmittal letter to Bureau of Reclamation, Attention: WY-6600, P.O. Box 1630, Mills, WY 82644. Physical Address is 705 Pendell Blvd, Mills, WY 82644.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Table 01 33 00 A – List of Submittals

*CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative.

** RSN to be submitted separately for each different building.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Responsible code

Sets to be sent: **

CO COR

1 Bonds 52.228-15

Performance and Payment Bonds

Within 10 calendar days after award

CO 1 paper 0

2 Insurance-work on a Government Installation 1452.228-70

1) Written certification that the required insurance has been obtained

2) Current certification of insurance for each subcontractor

Before commencing onsite work

CO 1 paper

1 paper

3 Liability Insurance 1452.228-70

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

CO 1 paper 0

4 Equal Opportunity 52.222-26

Information required by Executive Order

112246 (SF-100)

Within 30 days following award

CO 1 paper 0

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 8

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Responsible code

Sets to be sent: **

CO COR

5 Reporting Executive Compensation and First Tier Subcontract Awards 52.204-10

Certificate that executive compensation and subcontract awards were reported

Within 10 days of each report being submitted

CO 1 paper 0

6 Release of Claims 1452.204-70

Release of Claims (DI-137) against the Government

After completion of the work and prior to final payment

CO 1 paper 0

7 Site Security

GP-7

List of all contractor and subcontractor employees

At least 10 days prior to arriving at worksite

COR 0 2 paper

8 Site Security

GP-7

List of all vehicles and equipment to be brought onsite

At least 10 days prior to arriving at worksite

COR 0 2 paper

9 Labor Standards Data 52.222-11

1) List of subcontractors

2) Statement and acknowledgement Form (SF-1413) for each subcontract

Within 14 days after award of contract

COR 1 paper

1 paper

1 paper + 1 electronic

1 paper + 1 electronic

10 Payrolls 52.222-08

Copies of all payrolls Weekly for each week of contract performance

COR 1 paper 2 paper

11 Schedules for Construction Contracts 52.236-15

Practicable schedule Within 5 days after work commences on the contract or another period of time as determined by Contracting Officer

COR 1 paper 1 paper + 1 electronic

12 Schedules for Construction Contracts 52.236-15

Updated schedule showing actual progress

Monthly or as directed by the Contracting Officer

COR 1 paper 1 paper + 1 electronic

Division 01 – General 01 14 10-1 Use of Site Land Use And

Landscape Rehabilitation Plan

At least 28 days before use of Government land

COR 0 1 paper + 1 electronic

01 35 10-1 Safety Data Sheets Complete LHM And

SDS

At least 14 days before jobsite delivery of hazardous material

COR 0 1 paper + 1 electronic

01 35 10-2 Safety Data Sheets Updated LHM And

SDS

At least 14 days before jobsite delivery of hazardous material not previously listed

COR 0 1 paper + 1 electronic

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 9

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Responsible code

Sets to be sent: **

CO COR

01 35 20-1 Safety and Health Safety Program Submitted and accepted before commencing onsite work. See Section 3 of RSHS

COR 0 1 paper + 1 electronic

01 35 20-2 Safety and Health Monthly Accident Summary Report

First day of each month. See paragraph

3.8 of RSHS

COR 0 1 paper + 1 electronic

01 35 20-3 Safety and Health Crane Training Certificates

At least 21 days before arriving at worksite.

COR 0 1 paper + 1 electronic

01 35 20-4 Safety and Health Other Training Certificates

At least 21 days before arriving at worksite.

COR 0 1 paper + 1 electronic

01 35 30-1 Contractor’s Onsite Safety and Health Personnel

Qualifications At least 21 days before beginning work

COR 0 1 paper + 1 electronic

01 35 30-2 Contractor’s Onsite Safety and Health Personnel

Safety Inspection Reports

Monthly COR 0 1 paper + 1 electronic

01 35 30-3 Contractor’s Onsite Safety and Health Personnel

CIH Reports Monthly COR 0 1 paper + 1 electronic

01 46 20-1 Testing Agency Services

Testing Agency Services Plan

At least 21 days before arriving at worksite.

COR 0 1 paper + 1 electronic

01 55 20-1 Traffic Control Traffic Control Plan At least 21 days before arriving at worksite.

COR 0 1 paper + 1 electronic

01 55 20-2 Traffic Control Natrona County Right-of-Way Permit

At least 21 days prior to road closure.

COR 1 1 paper + 1 electronic

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 21 days before beginning onsite work

COR 0 1 paper + 1 electronic

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 21 days before beginning onsite work

COR 0 1 paper + 1 electronic

01 57 30-1 Water Pollution Control

Water Management Plan

At least 21 days before beginning onsite work.

COR 0 1 paper + 1 electronic

01 57 30-2 Water Pollution Control

Spill Prevention, Control and Countermeasure Plan

At least 21 days before beginning onsite work

COR 0 1 paper + 1 electronic

01 71 20-1 Surveying Surveying Plan At least 21 days before beginning onsite work.

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 10

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Responsible code

Sets to be sent: **

CO COR

01 71 20-2 Surveying Resumes At least 21 days before beginning onsite work.

COR 0 1 paper + 1 electronic

01 71 20-3 Surveying Accuracy Check Results

At least 21 days before beginning onsite work.

COR 0 1 paper + 1 electronic

01 71 20-4 Surveying Completed and Reduced Survey Notes

At least 7 days before final payment invoice submittal.

COR 0 1 paper + 1 electronic

01 71 20-5 Surveying Workday’s Survey Notes

As requested by the Government.

COR 0 1 paper + 1 electronic

01 74 00-1 Cleaning and Waste Management

Waste Production And Disposal Plan

Within 7 days of waste disposal

COR 0 1 paper + 1 electronic

01 74 00-2 Cleaning and Waste Management

Waste Production And Disposal Records

Within 7 days of waste disposal

COR 0 1 paper + 1 electronic

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume (if required)

At least 21 days before beginning environmental assessment.

COR 0 1 paper + 1 electronic

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment (if required)

Within 14 days of completion of work.

COR 0 1 paper + 1 electronic

01 78 30-1 Project Record Documents

Final As-Built Drawings

At least 14 days before final payment invoice submittal.

COR 0 1 paper + 1 electronic

Division 02 – Existing Conditions 02 83 33-1 Removal and

Disposal of Equipment with Coatings Containing Regulated Metals

Documentation At least 21 days before beginning onsite work.

COR 0 1 paper + 1 electronic

02 83 33-2 Removal and Disposal of Equipment with Coatings Containing Regulated Metals

Plans At least 21 days before beginning onsite work.

COR 0 1 paper + 1 electronic

02 83 33-3 Removal and Disposal of Equipment with Coatings Containing Regulated Metals

Certificate of Disposal

At least 21 days before beginning onsite work.

COR 0 1 paper + 1 electronic

Division 03 – Concrete 03 47 20-1 Structural

Prefabricated Concrete Building

Shop Drawings At least 28 days before beginning onsite work.

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 11

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Responsible code

Sets to be sent: **

CO COR

03 47 20-2 Structural Prefabricated Concrete Building

Product Data At least 21 days before material procurement.

COR 0 1 paper + 1 electronic

03 47 20-3 Structural Prefabricated Concrete Building

Manufacturer’s Installation Instructions

At least 28 days before beginning onsite work.

COR 0 1 paper + 1 electronic

03 47 20-4 Structural Prefabricated Concrete Building

Manufacturer’s Certification

At least 28 days before beginning onsite work.

COR 0 1 paper + 1 electronic

03 47 20-5 Structural Prefabricated Concrete Building

Qualifications At least 28 days before beginning onsite work.

COR 0 1 paper + 1 electronic

03 47 20-6 Structural Prefabricated Concrete Building

Notification of Pre- Installation Meeting

At least 10 days before planned meeting.

COR 0 1 paper + 1 electronic

03 47 20-7 Structural Prefabricated Concrete Building

Samples At least 28 days before beginning onsite work.

COR 0 1 paper + 1 electronic

03 47 20-8 Structural Prefabricated Concrete Building

Maintenance Manuals

At least 28 days before beginning onsite work.

COR 0 1 paper + 1 electronic

03 47 20-9 Structural Prefabricated Concrete Building

Warranties Within 14 days of completion of work.

COR 0 1 paper + 1 electronic

Division 26 – Electrical 26 05 10-1 Conductors and

Cables Approval Data At least 14 days before material procurement.

COR 0 1 paper + 1 electronic

26 05 10-2 Conductors and Cables

Test Reports Within 14 days of completion of work.

COR 0 1 paper + 1 electronic

26 05 20-1 Grounding and Bonding

As-Built Drawings Within 14 days of completion of work.

COR 0 1 paper + 1 electronic

26 05 20-2 Grounding and Bonding

Test Reports Within 14 days of completion of work.

COR 0 1 paper + 1 electronic

26 05 33-1 Electrical Conduit As-Built Drawings Within 14 days of completion of work.

COR 0 1 paper + 1 electronic

26 05 90-1 Wiring Checkout and Tests

Test Notification Within 14 days of completion of work.

COR 0 1 paper + 1 electronic

26 24 24-1 Distribution Panelboards

Approval Data At least 14 days before material procurement.

COR 0 1 paper + 1 electronic

26 24 24-2 Distribution Panelboards

Factory Test Report At least 14 days before material procurement.

COR 0 1 paper + 1 electronic

26 24 24-3 Distribution Panelboards

Operation and Maintenance Instruction Books

At least 14 days before material procurement.

Amendment No. 0001 Solicitation No. 140R6019R0009

Submittals (Revised) 01 33 00 - 12

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Responsible code

Sets to be sent: **

CO COR

26 32 10-1 Engine-Generator Set Approval Drawings and Data

At least 14 days before material procurement.

COR 0 1 paper + 1 electronic

26 32 10-2 Engine-Generator Set Wyoming DEQ Engine Installation and Removal Forms

At least 60 before beginning on-site work.

COR 0 1 paper + 1 electronic

26 32 10-23 Engine-Generator Set Final Drawings and Data

Within 14 days of completion of work.

COR 0 1 paper + 1 electronic

26 51 10-1 Luminaires Approval Data At least 14 days before material procurement.

COR 0 1 paper + 1 electronic

Division 31 – Earthwork 31 23 02-1 Compacting Earth

Materials Test Results Within 24 hours of taking field tests or 3 days for tests performed in the laboratory.

COR 0 1 paper + 1 electronic

32 15 10-1 Compacted Gravel Material Quality Test Results

Within 24 hours after completing individual tests.

COR 0 1 paper + 1 electronic

32 31 01-1 Fence Grounding Approval Drawings and Data

At least 14 days before material procurement.

COR 0 1 paper + 1 electronic

32 31 10-1 Chain Link Fence Certifications At least 14 days before material procurement.

COR 0 1 paper + 1

END OF SECTION

Amendment No. 0001 Solicitation No. 140R6019R0009

Structural Prefabricated Concrete Building (Revised) 03 47 20 - 13

SECTION 03 47 40

STRUCTURAL PREFABRICATED CONCRETE BUILDING

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Furnish and Install Prefabricated Concrete Building:

1. Payment: Lump sum price offered in the Price Schedule.

a. Provide all labor, equipment and materials to furnish and install structural prefabricated concrete building as shown on the drawings.

1.02 REFERENCE STANDARDS

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-2017 National Electrical Safety Code (NESC)

B. International Code Council (ICC)

1. IBC 2015 International Building Code

C. National Fire Protection Association (NFPA)

1. NFPA 70-2017 National Electrical Code (NEC)

D. Reclamation Design Guide for Heating Ventilating, and Air Conditioning Systems

1. https://www.usbr.gov/tsc/techreferences/mands/mands-pdfs/HVACManl.pdf

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 03 47 40-1, Shop Drawings:

1. Architectural plan and profile views of the prefabricated concrete building.

a. Drawings shall include elevations, sections, floor plan, entrance locations and anchor points.

2. Drawings shall also include all applicable structural, electrical and mechanical and communications system drawings for approval.

a. Installation diagrams, schedules and details.

b. Electrical, mechanical and communications installation requirements.

C. RSN 03 47 40-2, Product Data:

Amendment No. 0001 Solicitation No. 140R6019R0009

Structural Prefabricated Concrete Building (Revised) 03 47 20 - 14

1. Manufacturer’s product data for approval.

2. Submit data indicating compliance with Part 2 – Products of this Section, including recycled contents of products for approval.

D. RSN 03 47 40-3, Manufacturer’s Installation Instructions:

1. Submit manufacturer’s environmental considerations, storage requirements, handling, and installation instructions.

2. Submit instructions for special procedures, and termination conditions.

E. RSN 03 47 40-4, Manufacturer’s Certification:

1. Submit certification that products meet or exceed specified requirements.

2. Date and place of manufacture.

3. Substantiating evidence that the material conforms to the contract quality requirements as required by FAR 46.105 (a)(4), including the following:

a. Test results on material from the same lot and documentation of the inspection and testing system;

b. A statement from the manufacturer that the material complies with the contract; and

c. Manufacturer’s signature or other means of demonstrating accountability for the certification.

4. Written evidence of installer’s qualifications.

5. Include signed statement from manufacturer attesting to manufacturer’s approval of installer.

6. Check certifications before incorporating the material in the work to ensure that the requirements of the contract have been met. Material accepted by certification may be sampled and tested. If material is determined not to conform with the contract, the material will be rejected whether in place or not.

F. RSN 03 47 40-5, Qualifications:

1. Manufacturer: Company specializing in manufacturing products specified in the

Section with a minimum of five years of documented experience.

2. Installer: Company specializing in performing work of this Section with minimum five years documented experience.

G. RSN 03 47 40-6, Notification of Pre-Installation Meeting:

1. Submit schedule for building installation and sequencing procedures.

H. RSN 03 47 20-7, Samples:

1. Exterior finish sample.

Amendment No. 0001 Solicitation No. 140R6019R0009

Structural Prefabricated Concrete Building (Revised) 03 47 20 - 15

2. Interior paint color chip samples.

a. Color chip samples approximately 4 by 6 inch.

b. Label each sample. Include manufacturer’s designated product name;

color; and gloss.

I. RSN 03 47 40-8, Maintenance Manuals:

1. Include all maintenance manuals for mechanical, electrical and communication systems.

J. RSN 03 47 40-9, Warranties:

1. Furnish ten (10) year manufacturer’s warranty against structural defects and a two

(2) year warranty against mechanical systems. These warranties, shall be without monetary limitations, in which manufacturer agrees to repair or replace all components and accessories, of the prefabricated building structure that fails in materials or workmanship within the specified warranty period. Leaks are considered as a structural defect.

2. Clearly identify responsible party contact for warranty repairs.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Store and handle materials in accordance with manufacturer’s instructions.

B. Deliver materials to jobsite in manufacturer’s original unopened packaging with labels intact.

C. Store materials in protected area in accordance with manufacturer’s instructions.

PART 2 PRODUCTS

2.01 CONCRETE MATERIALS, ADMIXTURES, AND MIX

A. Portland cement:

1. ASTM C150, Type II.

a. Meet equivalent alkalies requirements of ASTM C150 - Table 2.

1) Low-alkali limitation for portland cement may be waived when tests of concrete aggregate source show that low-alkali cement is not required for ASR mitigation. See Concrete Aggregate Materials article (2.03).

b. Meet false-set requirements of ASTM C150 - Table 4.

Amendment No. 0001 Solicitation No. 140R6019R0009

Structural Prefabricated Concrete Building (Revised) 03 47 20 - 16

2.02 REINFORCEMENTS

A. Conform to ASTM A 615/A 615M, Grade 60 (Grade 420), deformed, or equivalent.

2.03 FABRICATION

A. Building Specifications:

1. Building shall be of a Pre-Cast Glass Fiber Reinforced structural concrete.

Building measurements are as follows:

a. Exterior Building Dimensions: 20’-0” wide x 20’-0” long x 9’-2”

b. Interior Building Dimensions: 18’-10” wide x 18’-10” long x 8’-0” high, min.

c. Interior Room Dimensions: Two (2) 18’-10” wide x 9’ long x 8’-0” high, min.

B. Finishes:

1. Exterior finish shall be composed of exposed aggregate.

2. Building trim and doors shall be painted Mesa Tan or approved equal.

C. Exterior Roof and Flooring:

1. Roof shall be sealed with elastomeric roof coating.

2. Roof shall have a 3” overhang on all exterior walls with a ½” drip edge.

3. Roofing materials shall meet Environmental Protection Agency’s – Recovered

Materials Content Recommendations for Roofing Materials.

4. Floorings shall be tile with slip resistant coatings. Samples shall be submitted and approved by COR.

D. Interior Walls and Ceiling:

1. Interior walls and ceiling shall be a painted finished drywall over plywood. Color shall be submitted and approved by COR.

2. R-Values:

a. Exterior walls shall achieve an R-value of 13.

b. Ceilings shall achieve an R-value of 22.

a.c. Floors shall achieve an R-value of 9.

E. Doors:

1. Structure shall include one (1) 6’-0” double door and one (1) 4’-0” single door and one (1) 4’-0” single interior door.

a. Frames and doors shall be galvanized.

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Structural Prefabricated Concrete Building (Revised) 03 47 20 - 17

b. Both exterior doors shall include:

1) Core Lock – Best SFC or equivalent.

2) Deadbolt Lock – USCan D120-IC or equivalent.

2. Additional Requirements:

a. Door stops shall be stainless steel.

b. Doors shall have attached open door hooks.

c. Doors shall have a stainless steel door pull with a 6 inch lock guard.

d. Doors shall have magnetic weather-stripping.

e. Doors shall include rain drip.

F. Heating, Ventilation and Air Conditioning (HVAC) System

1. Generator Room HVAC System shall include a Standard Efficiency 120/240V, Single Phase, 60 Hz system wall hung air conditioner unit and baseboard heaters.

a. The system shall meet the requirements of Reclamation’s Design Guide for Heating, Ventilating, and Air conditioning Systems.

1) https://www.usbr.gov/tsc/techreferences/mands/mands-pdfs/HVACManl.pdf

2. Battery Room HVAC shall be designed for an explosive atmosphere in accordance with the Reclamation Design Guide, NFPA and NEC.

a. Additional Requirements:

1) One controller with an alarm shall be included to control both rooms.

2) HVAC system shall have humidity control.

3) The battery room and the generator room shall be fitted with

Hydrogen detectors such as SBS-H2 or equivalent.

4) The battery room H2 detector shall also control an exhaust fan and automatic louvres for the battery room, to expel the interior atmosphere at greater than 1% H2 concentration.

G. Cable Entries and Canopies / Hoods

1. Hoods and Canopies shall include:

a. The generator intake and exhaust air vents shall be hooded with filter slots, vents shall be sized to meet the requirements of the generator.

b. Double baffle hood.

2. Bulkhead opening shall be stainless steel plate.

H. Electrical System

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Structural Prefabricated Concrete Building (Revised) 03 47 20 - 18

1. See DIVISION 26 – ELECTRICAL for specification requirements.

I. Alarm System

1. Alarms pertaining to HVAC system, generator and equipment status indications, ATS position, etc. shall be provided by dry contact device outputs or auxiliary relays.

2. Alarm and indication circuits shall be brought out to a common set of terminal blocks, located inside an interior enclosure located in the generator room.

3. Alarm circuits shall be rated for 130 VDC.

J. Safety

1. Building shall include two (2) hydrogen gas detectors; one hydrogen gas detector per room.

2. Hydrogen gas detector shall be Model SBS-H2 or equal.

3. Building shall include a 20# dry chemical fire extinguisher.

K. Building Foundation

1. An adequate building foundation, which shall be designed by the Contractor will be included with the building design.

2. The building shall have a minimum of 12” of Compacted Gravel per Section 32

15 10 – Compacted Gravel.

2.04 GOVERNMENT CONTRACT QUALITY ASSURANCE

A. Structures shall be the product of a manufacturer with a minimum of 10 years of documented experience in the design and fabrication of prefabricated concrete buildings.

B. Adherence to applicable portions of state and local building codes is the responsibility of the Contractor. Contractor shall be responsible for all applicable permits.

C. Electrical devices factory installed within the prefabricated building shall be UL listed.

Factory installed wiring system shall bear UL Classification insignia certifying compliance with the National Electrical Code.

PART 3 EXECUTION

3.01 PREPARATION

A. If used, allow for cast-in-place concrete foundation or foundation piers to attain full design strength, as determined by COR, before installing precast building.

B. Allow pre-cast concrete building to attain full design strength, as determined by COR, before transporting or installing.

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3.02 ERECTION

A. Lift and handle building by methods which prevent cracking of concrete and damage to building.

B. Install prefabricated building in accordance with the manufacturer’s placement instructions. Place in correct position and verify alignment before anchoring.

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Engine-Generator Set (Revised) 26 32 10 - 21

SECTION 26 32 10

ENGINE-GENERATOR SET

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Furnish and Install 35kW Generator:

1. Payment: Lump-sum price offered in the Price Schedule.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME BPVC, VIII - 2007 ASME Boiler and Pressure Vessel Code Section VIII – Rules for Construction of Pressure Vessels, Division I

B. International conference of Building Officials (ICBO)

1. UBC-1997 Uniform Building Code

C. National Electrical Manufacturer’s Association (NEMA)

1. NEMA 250-2008 Enclosures for Electrical Equipment (1000 Volts Maximum)

2. NEMA FU 1-2002(2007) Low Voltage Cartridge Fuses

3. NEMA ICS 2-2000(2005) Industrial Control and Systems: Controllers, Contactors, and Overload Relays Rated 600 Volts

4. NEMA ICS 5-2000 Industrial Control and Systems: Control Circuit and Pilot Devices

5. NEMA MG 1-2006 Motors and Generators (with Revision 1 - 2007)

6. NEMA WC 3-1992 Rubber Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy

D. National Fire Protection Association (NFPA)

1. NFPA 30-2008 Flammable and Combustible Liquids Code

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2. NFPA 37-2006 Installation and Use of Stationary Combustion Engines and Gas Turbines

3. NFPA 54-2009 National Fuel Gas Code

4. NFPA 58-2017 Liquefied Petroleum Gas Code

4.5. NFPA 70-2017 National Electric Code

5.6. NFPA 90A-2009 Installation of Air Conditioning and Ventilating Systems

6.7. NFPA 110-2005 Emergency and Standby Power Systems

E. Underwriters Laboratories (UL)

1. UL 142-06 Steel Aboveground Tanks For Flammable And Combustible Liquids

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 26 32 10-1, Approval Drawings and Data:

1. Detailed shop drawings for components.

2. Commercial product data for components.

3. Electrical control diagrams, interconnection wiring diagrams, and schematics showing wire connections and conduit layout. Provide electrical control schematic diagrams in ladder-logic format.

C. RSN 26 32 10-2, Wyoming Department of Environmental Quality (DEQ) Forms:

1. Wyoming DEQ Engine Installation / Removal Form

2. Wyoming DEQ New Source Review Permit Application

3. Specific Emission Unit Attributes Sheet

4. Forms can be found at: http://deq.wyoming.gov/aqd/

a. Coordination with COR will be required to fully complete all forms.

C.D. RSN 26 32 10-23, Final Drawings and Data:

1. Service manuals:

a. Operating and maintenance instructions.

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b. Full-size prints of installation and detailed assembly drawings.

c. Electrical schematics and wiring diagrams.

d. Lubrication schedule.

e. List of special tools.

f. Parts catalog for components provided.

2. Electronic copies of drawings, schematics, and diagrams submitted in the service manuals.

3. Certified copies of mechanical and electrical tests.

a. Refer to Part 2.05 – Contractor Field Quality Testing.

4. Photographs: Including one side view of installed engine-generator set showing fuel system and one end view of engine-generator set after installation.

1.04 EXTRA MATERIALS

A. Furnish the following spare parts in a metal box:

1. Twelve engine oil filters.

2. One complete set of engine V-belts.

3. Six spare fuses of each type of fuse.

4. Four air filter elements.

5. Four engine fuel filters.

PART 2 PRODUCTS

2.01 ENGINE-GENERATOR SET

A. Fully operational system with associated control and electrical equipment installed complete.

B. Nameplate rating, minimum after derating: 35kW

1. Ambient air temperature range: 0 Degrees F to plus 100 degrees F.

2. Elevation: 8,200 feet above sea level.

C. Engine:

1. 4-cycle.

2. Fuel: Propane.

3. Starting system: 12-volt DC with a positive solenoid starting motor.

4. Governor: Electronic, adjustable from isochronous to a 5 percent droop.

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5. Cooling system: Closed recovery, liquid coolant, with a unit-mounted radiator, belt-driven pusher fan, thermostatic temperature control, and engine-mounted circulating pump.

D. Power factor: 0.8 power factor.

E. Voltage: 120/240 volts.

F. Phase: Single, three wire.

G. Synchronization: 60 hertz.

H. Winding insulation: NEMA MG1-1.65, Class F, or H.

I. Voltage regulator: Torque-matched with under-frequency and over-voltage protection and 1-phase voltage sensing.

J. Frequency: Isochronous for all applied loads from no load to full-rated load.

K. Random frequency: Plus or minus 0.5 percent of its mean value for constant loads, from no load to full-rated load.

L. Transient voltage dip: Not to exceed 20 percent of the rated voltage.

M. Steady-state frequency: Voltage output shall be constant.

N. Voltage regulation: Plus or minus 1.0 percent between no load and full-rated load.

2.02 COMPONENTS

A. Circuit Breaker.

1. Type: Thermal-magnetic.

2. Manual reset circuit.

B. Battery.

1. Voltage: 12 volt DC.

2. Type: Lead-acid.

3. Rated: 900 cold cranking amps.

4. Accessories: One set of cables of the engine manufacturer's recommended size and type.

5. Life expectancy: 6 years on float charge.

6. Insulation: Size and type recommended by the manufacturer of the battery.

C. Battery Charger.

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Engine-Generator Set (Revised) 26 32 10 - 25

1. Voltage: 12 volts DC.

2. Current: 6 amperes and tapering to 0 ampere.

3. Service power: 120 volts, single phase, 60 hertz.

4. Enclosure: NEMA 4 enclosure.

D. Control Panel.

1. Circuitry: Solid-state circuitry.

2. Mounting: Vibrational isolators.

3. Schematic wiring diagrams: Attached to the inside door of the control panel cabinet door showing the relationship and location of the controls and alarm contacts.

4. Selector switch.

a. Three position selector switch, labeled MANUAL-OFF-AUTOMATIC, and START-STOP pushbuttons, and a fault reset switch.

b. In the MANUAL position, manual startup or shutdown of the engine-generator set in response to START-STOP pushbuttons.

c. In the OFF position, prevention of manual or automatic operation of the engine-generator set and a lockout safety for periodic maintenance and resetting of the engine-generator.

d. In the AUTOMATIC position, starting and operating the engine-generator in response to Automatic Transfer Switch mains power sensing breakers and the automatic engine-starting system controls.

5. Voltage rheostat: Within 3 percent of the rated output voltage, including gauge reading.

6. Gauges or digital control panel display features:

a. Running time meter (hour meter) to log actual hours of engine operation.

b. Oil pressure.

c. Oil temperature.

d. Tachometer.

e. Engine coolant temperature.

f. Dual range AC voltmeter and AC ammeter.

g. Controls and controller positions: Clearly marked.

E. Alarm contacts and illuminated annunciation lamps.

Amendment No. 0001 Solicitation No. 140R6019R0009

Engine-Generator Set (Revised) 26 32 10 - 26

1. Form C type contacts wired to terminal blocks in the engine-generator control panel, to close and indicate the following conditions:

a. Engine-generator running.

b. Engine-generator shutdown.

c. Engine-generator over crank shutdown.

d. Engine-generator over speed shutdown.

e. Engine-generator high coolant temperature shutdown.

f. Engine-generator low coolant temperature.

g. Engine-generator low oil pressure shutdown.

h. Engine-generator over/under voltage.

F. Cranking Controls.

1. Cranking limiter: Prevent simultaneous engine cranking and engine operation.

2. Oil-pressure bypass switch: Bypass the engine oil-pressure protective switch for the duration of the cranking interval to permit engine-generator startup.

G. Shutdown Controls.

1. Conditions.

a. High engine coolant temperature.

b. Low coolant level.

c. Low oil-pressure.

d. Over speed.

e. Failure to start after the stipulated number of cranking attempts.

2. Contacts: Dry signal output annunciation, rated 10 amperes at 120 volts AC.

H. Exhaust System:

1. Flexible air duct section: Between engine-generator and building in accordance with NFPA 90A.

2. Flexible Exhaust Connector: Spiral or bellows type.

3. Exhaust Piping: Carbon steel with sweeping long-radius elbows.

4. Rain Cap: Installed on the discharge end of the exhaust pipe.

5. Condensation Trap and Drain valve: Installed before muffler.

6. Muffler: Rated for residential noise applications.

7. Exhaust thimble with bird screen.

I. Resistive Load Bank.

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1. Operate in conjunction with the engine-generator controls.

2. Load Bank Rating, minimum: 17 kW.

3. Enclosure: NEMA 250 type 2.

4. Mounted directly to the radiator.

5. Voltage Rating: single-phase, 60 hertz, 120/240 volts.

6. Magnetic contacts for disconnection, and comprehensive circuit fuse protection for protection of the load bank controls and resistive elements from the output of the engine-generator set.

7. One alarm contact to indicate over-temperature of the load bank.

J. Fuel System:

1. Propane fuel storage tank:

a. Inner tank size, minimum: 500 gallons.

b. In accordance with local codes and acceptable to local fuel distributer.

2. Fuel Level Indicator.

a. Analog gauge on tank.

b. Low-level warning alarm wired to building alarm panel with indicating light.

c. Operate from a service voltage of 120 volts, single phase, 60 hertz.

2.03 ELECTRICAL EQUIPMENT

A. Furnish all cables, conduits, terminations, and accessories required for interconnecting the equipment included in this Section.

B. Power and control cables: Designed for outdoor use, with a water, oil, and ultraviolet-light resistant cable jacket.

C. Generator shall incorporate automatic start and shutdown capability so that the engine generator starts automatically from a compatible discrete input from a passive contact or output from the associated Automatic Transfer Switch, and shuts down properly as driven from the same single signal.

D. Provide a Circuit Breaker between the Generator and Automatic Transfer Switch.

2.04 NAMEPLATE

A. Location: Attached to control panel.

B. Inscribe the following:

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Engine-Generator Set (Revised) 26 32 10 - 28

1. Ratings: Kilowatt and KVA, rpm, single-phase, 60 hertz, Voltage, full load current.

2. Engine: 4-cycle engine, fuel type, number of cylinders.

3. Name and address of manufacturer.

2.05 CONTRACTOR SOURCE QUALITY TESTING

A. Perform mechanical, electrical, and operational tests to confirm that equipment meets specification requirements and applicable codes, standards, and regulations. Submit results in accordance with Section 01 33 00 – Submittals.

B. Furnish test equipment and factory test supervisor.

C. Documentation:

1. Date and sign.

2. Identify specific feature being tested.

3. Include test results and items such as: rated loads, power factor, ambient temperature, altitude, and fuel grade under which the test is performed.

4. Submit as part of final data.

D. Factory tests to include the following:

1. Full load test: Conducted and documentation provided per NFPA 110, paragraph

5-13.2.5.

2. Cycle crank test: Conducted and documentation provided per NFPA 110, paragraphs 5-13.2.8 and 5-13.2.9.

3. Vibration:

a. Loads: 50, 75, and 100 percent of nameplate rating.

b. At each of the loads, conduct a vibration test and document engine-generator set vibration in mils (peak to peak).

c. Acceptable level of vibration: Vibration tolerance not greater than 5 mils

(peak to peak), at full-rated operating speed, as measured in any direction (horizontal, vertical or axial) on the main frame, engine, generator, and associated components.

d. If vibration exceeds this tolerance, properly balance and/or provide vibration isolators to reduce vibrations to an acceptable level prior to shipping.

E. Test generator in accordance with NEMA MG 1. Demonstrate and document that electrical properties of generator excitation system, voltage regulation system, engine

Amendment No. 0001 Solicitation No. 140R6019R0009

Engine-Generator Set (Revised) 26 32 10 - 29 governor system, illuminated annunciators, and controls are acceptable for intended purpose and are in accordance with specification requirements

F. Adjust as required and retest until unit functions properly.

G. Correct defects demonstrated by the above tests by and at the expense of the Contractor to make the equipment fully operational to the satisfaction of the COR.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install engine-generator set in prefabricated concrete building, generator room.

B. Lubricate equipment in accordance with manufacturer's recommendations.

C. Install engine-generator set according to manufacturer’s instructions.

3.02 PAINT AND PROTECTIVE COATINGS

A. Coat engine-generator set equipment in accordance with Manufacturer’s recommendations.

3.03 CONTRACTOR FIELD QUALITY TESTING

A. Perform mechanical, electrical, and operational tests to confirm that equipment meets specification requirements and applicable codes, standards, and regulations. Submit results in accordance with Section 01 33 00 – Submittals.

1. Furnish test equipment and on-site test supervisor.

2. Perform testing in presence of the COR.

3. Notify COR at least 5 days in advance when tests are to be performed.

4. Conduct on-site testing of engine-generator unit after complete installation of equipment.

5. Documentation:

a. Sign and date.

b. Identify specific feature being tested.

6. Include test results and items such as rated loads, power factor, ambient temperature, altitude, and fuel grade under which the test is performed.

B. On-site test.

1. Conduct on-site test and document per NFPA 110, paragraph 5-13.2.3.

2. Test: Approved by the COR.

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3. Correct defects disclosed by the tests, or vibration which is detrimental to the equipment, to the satisfaction of the COR.

3.04 TRAINING

A. Provide training at the project site to instruct Government personnel in systems and operations of the engine-generator set and fuel tank equipment.

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Amendment No. 0001 Solicitation No. 140R6019R0009

Casper Mountain East Microwave Building and Generator Addition Solicitation No. 140R6019R0009

Natrona County, Wyoming August 13th, 2019, 10:00 a.m.

Pre-Bid Agenda

Introductions

• Nikki Nielsen, Inspector/COR

• Jeremy Gillespie, Contracting Officer

• Nate Thompson, Project Manager

Solicitation/Acquisition Details

• This is a set aside for small business, with a Small Business Size Standard of $36.5 M.

• The range for this project is between $250k - $500k.

• Request for Proposals; due to Contracting Officer in Billings by 5:00 p.m., August 29th.

• Section L details the requirements for the submission of the proposal.

Scope of Work

• Remove existing 17 foot by 8-foot corrugated metal building.

• Prepare site for installation of 20 foot by 20-foot prefabricated concrete building including an adequate building foundation, designed by the Contractor, with a minimum of 12” of compacted gravel.

• Furnish all materials and perform all work required to install new 20 foot by 20 foot two-room prefabricated concrete building.

• Install double gate in chain link fence to align with prefabricated buildings double doors.

• Disconnect and remove existing 15kW generator.

• Furnish all materials and perform all work required to install a new 35kW generator and automatic transfer switch, to provide emergency backup power to the site.

• Disconnect and remove existing fuel tank and associated gas lines.

• Furnish all materials and perform all work required to install a new 500-gallon fuel tank.

• Install electrical power distribution panels, breakers, cables, and service entrance so that utility power comes through the new building with automatic emergency backup generator controlled by automatic transfer switch.

• Must follow Reclamation Safety and Health Standards.

Schedule

• Contractor shall begin performance within 10 calendar…