Amendment_No._0003.pdf

(x)

R16PS00456

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

06/02/20160003

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

04/12/2016

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.)

Project Title: Guernsey Dam North Spillway Gate Rehabilitation. North Platte Project, Wyoming

See attachment 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)

Gerri Voto-Braun

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. 0003 Solicitation No. R16PS00456

Description of Changes:

1. In Section C – Specifications, Section 01 33 00 – Submittals, remove page 01 33 00-5 and 01 33 00-6 and substitute therefor the attached revised page 01 33 00-5 and 01 33 00-6.

2. In Section C – Specifications, Section 01 33 00 – Submittals, remove page 01 33 00-11 and 01 33 00-12 and substitute therefor the attached revised page 01 33 00-11 and 01 33 00-12.

3. In Section C – Specifications, remove Section 01 35 30 – Contractor’s Onsite Safety and Health

Personnel in its entirety and substitute therefor the attached revised Section 01 35 30.

4. In Section C – Specifications, Section 01 42 10 – Reference Standards, remove page 01 42 10-1 and 01 42 10-2 and substitute therefor the attached revised page 01 42 10-1 and 01 42-10-2.

5. In Section C – Specifications, remove Section 01 55 20 – Traffic Control in its entirety and substitute therefor the attached revised Section 01 55 20.

6. In Section C – Specifications, remove Section 01 64 40 – Government-Furnished Products in its entirety and substitute therefor the attached revised Section 01 64 40.

7. In Section C – Specifications, Section 02 83 30 – Removal and Disposal of Coatings Containing

Hazardous Materials, remove page 02 83 30-7 and 02 83 30-8 and substitute therefor the attached revised page 02 83 30-7 and 02 83 30-8.

8. In Section C – Specifications, insert the attached new Section 03 60 10 – Backfill Grouting.

9. In Section C – Specifications, Section 09 96 20 – Coatings, remove pages 09 96 20-3 through 09 96 20-16 and substitute therefor the attached revised pages 09 96 20-3 through 09 96 20-16.

10. In Section C – Specifications, remove Section 31 03 30 – Removal of Water in its entirety and substitute therefor the attached revised Section 31 03 30.

11. In Section C – Specifications, remove Section 35 23 50 – North Spillway Gate Rehabilitation in its entirety and substitute therefor the attached revised Section 35 23 50.

12. In Section C – Specifications, remove Section 52 00 00 – Drawings in its entirety and substitute therefor the attached revised Section 52 00 00.

13. In Section C – Specifications, insert the following new drawings in Section 52 00 00 – Drawings:

a. Sheet 25, Drawing No. 40-D-7100

b. Sheet 26, Drawing No. 40-D-6571

Receipt of Proposals: The hour and date for receipt of proposals is hereby extended to 4:00 PM on June 9, 2016. No further extensions will be granted.

The final contractor questions from prospective contractors and their respective answers are attached to this amendment and are provided for informational purposes only.

Guernsey Dam North Spillway Gate Rehabilitation Amendment No. 003 North Platte Project, Wyoming Solicitation No. R16PS00456

Submittals

Revised 01 33 00 - 5

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 paper copy 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 the contract completion date to allow additional time for completing work affected by excess review time.

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

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

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

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

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

a. Approval was required under the 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 whether the submittal is approved, approved subject to identified changes, or not approved.

a. Revise and resubmit submittals not approved.

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

1.07 TRANSMITTAL

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

1. Where the recipient is the Contracting Officer (CO), 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.

Revised 01 33 00 - 6

2. Where the recipient is the Contracting Officer’s Representative (COR), address the transmittal letter to Bureau of Reclamation, Attention: GP-2600, P.O. Box 36900, Billings, MT 59107-6900. Physical address is 2021 4th Avenue North, Billings, MT 59101.

3. In addition to the paper copy submissions mailed to the above referenced address, electronic .pdf submittals 10MB or less shall be e-mailed to the following address: sha-GPR-CONSTSVCS@usbr.gov

a. Electronic .pdf submittals 10MB or larger shall be submitted to Reclamation via CD or DVD along with the paper copy.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used mailto:sha-GPR-CONSTSVCS@usbr.gov

Revised 01 33 00 - 11

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

No. of sets to be sent to:

CO COR

02 83 30-4 Removal and Disposal of Coatings Containing Hazardous Materials

Preconstruction Test Results

At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

02 83 30-5 Removal and Disposal of Coatings Containing Hazardous Materials

Working Level Test Results

Within 14 days after completion of testing

COR 0 1 paper + 1 electronic

02 83 30-6 Removal and Disposal of Coatings Containing Hazardous Materials

Post-Construction Test Results

Within 14 days after completion of testing

COR 0 1 paper + 1 electronic

02 83 30-7 Removal and Disposal of Coatings Containing Hazardous Materials

Certificates and Reports

Within 14 days after completion

COR 0 1 paper + 1 electronic

03 60 10-1 Backfill Grouting Approval Data At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

03 60 10-2 Backfill Grouting Grouting Plan At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

03 60 10-3 Backfill Grouting Test Reports Within 14 days after completion of testing

COR 0 1 paper + 1 electronic

03 60 10-4 Backfill Grouting Resume At least 21 days before beginning onsite work

COR 0 1 paper + 1 electronic

03 62 20-1 Nonshrink Grout Packaged Nonshrink Grout Data

At least 28 days before placing packaged nonshrink grout

COR 0 1 paper + 1 electronic

09 96 20-1 Coatings Approval Data At least 28 days before application

COR 0 1 paper + 1 electronic

09 96 20-2 Coatings Containment Plan At least 28 days before construction of the containment system

COR 0 1 paper + 1 electronic

09 96 20-3 Coatings Final Approval Data At least 28 days before application

COR 0 1 paper + 1 electronic

09 96 20-4 Coatings Certifications At least 28 days before application

COR 0 1 paper + 1 electronic

09 96 20-5 Coatings Documentation At least 28 days before application

COR 0 1 paper + 1 electronic

Revised 01 33 00 - 12

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

No. of sets to be sent to:

CO COR

09 96 20-6 Coatings Contractor Quality Testing Data for “Shop or Field Applied” Coatings

Within 14 days after application

COR 0 1 paper + 1 electronic

31 03 30-1 Removal of Water Removal of Water Plan

At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

31 32 36-1 Geomembrane Geomembrane Installation Plan and Qualifications

At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

31 32 36-2 Geomembrane Certifications and Samples

At least 28 days before beginning onsite work

TSC 0 1 paper + 1 electronic

31 52 00-1 Cofferdam Cofferdam Construction and Removal Plan

At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

31 52 00-2 Cofferdam Pit Run Sand and Gravel Test Reports

At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

31 52 00-3 Cofferdam Fabric Bags At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

35 23 50-1 North Spillway Gate Rehabilitation

Survey Data At least 42 days before beginning existing drum gate and equipment removal

COR 0 1 paper + 1 electronic

35 23 50-2 North Spillway Gate Rehabilitation

Approval Data At least 42 days before beginning rehabilitation

COR 0 1 paper + 1 electronic

35 23 50-3 North Spillway Gate Rehabilitation

Repair Plan Within 10 days after abrasive blasting of interior and exterior of drum gate is completed

COR 0 1 paper + 1 electronic

35 23 50-4 North Spillway Gate Rehabilitation

Roller Train and Side Roller Repair Plan

Within 28 days after operational tests and leakage tests are complete

COR 0 1 paper + 1 electronic

35 23 50-5 North Spillway Gate Rehabilitation

Final Data Field Test Results

Within 28 days after operational tests and leakage tests are complete

COR 0 1 paper + 1 electronic

END OF SECTION

North Platte Project – Wyoming Solicitation No. R16PS00456

Contractor’s Onsite Safety and Health Personnel

Revised 01 35 30 - 1

SECTION 01 35 30

CONTRACTOR’S ONSITE SAFETY AND HEALTH PERSONNEL

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. Bureau of Reclamation (USBR)

1. RSHS Reclamation Safety and Health Standards, including revisions posted at http://www.usbr.gov/ssle/safety/RSHS/rshs.

html.

1.03 SUBMITTALS

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

B. RSN 01 35 30-1, Qualifications:

1. Contractor’s Onsite Safety Representative.

a. Resume and description of Contractor's Onsite Safety Representative responsibilities on similar construction projects.

b. Certification indicating completed OSHA authorized 30-hour training course for construction. Course completion shall be within the last 5 years.

2. Certified Industrial Hygienist (CIH).

a. Certification indicating completed OSHA authorized 30-hour training course for Construction. Course completion shall be within last 5 years.

C. RSN 01 35 30-2, Safety Inspection Reports:

1. Prepare detailed weekly safety inspection reports listing noted deficiencies, digital photos, abatement dates, and follow-up action for all jobsite activities.

2. Base inspection report on findings of jobsite walk-through with Government personnel.

Revised 01 35 30 - 2

1.04 QUALIFICATIONS

A. Contractor’s Onsite Safety Representative, authorities, duties, and responsibilities:

1. Competent supervisory employee with appropriate level of safety related training and experience.

2. Representative shall be acceptable to COR.

B. Certified Industrial Hygienist (CIH):

1. Holds professional status in the safety and health field by virtue of education, training and current certification by the American Board of Industrial Hygiene, in good standing and with experience on work closely related to the work at this site.

1.05 CONTRACTOR’S ONSITE SAFETY PERSONNEL

A. Contractor’s Onsite Safety Representative:

1. Designate an employee as the Contractor’s Onsite Safety Representative prior to start of construction.

2. The Onsite Safety and Health Representative’s duties cannot be delegated.

3. The Contractor’s Onsite Safety Representative can have other duties.

4. Contractor’s Onsite Safety Representative’s authorities, duties, and responsibilities:

a. Responsible for implementing the Contractor’s Safety program.

b. Safety representative shall coordinate emergency response activities.

c. Recommend controls for observed hazards or predicted hazards

d. Full authorization to correct unsafe acts on the spot, including the authority to stop work to correct safety and health problems.

e. Lead weekly safety meetings at the jobsite.

f. Onsite, at the point of work, during any and all construction activities.

g. Assemble, review, and sign each Job Hazard Analysis (JHA).

h. Verify the correct use of respiratory protection and personal protective equipment.

i. Conduct and prepare weekly safety inspections in conjunction with the onsite government representative listing noted deficiencies, their abatement dates, follow up action. The report shall be available for review onsite.

j. Hazard recognition, control and accident prevention. Onsite, at the point of work, during any and all construction activities.

k. Full authorization to correct unsafe acts on the spot.

Revised 01 35 30 - 3

l. Responsible for effectively implementing the Contractor’s Safety Program.

m. The Onsite Safety and Health Representative shall be at the worksite at all times during work activities and at the actual locations where the work is taking place.

n. Prepare detailed weekly safety inspection reports in accordance with RSN 01 35 30-2.

o. Review and finalize all incident reviews, near-misses and accident reports in accordance with RSHS Section 3.

A. Certified Industrial Hygienist (CIH):

1. CIH duties cannot be delegated.

2. Capable of identifying existing and predictable safety and health hazards in and around the work area which could affect the employees, inspectors, public, environment or waterway.

3. The CIH shall be present on-site and at the point of work on a schedule that is acceptable to Bureau of Reclamation which is submitted and accepted prior to mobilization. CIH duties include, but are not limited to:

a. Assemble and sign the Monitoring and Assessment Plan for recognized respirable, dermal, contact and sensitization personnel health hazards including silica, abrasive blasting, lead/metal containing coatings, solvents and epoxy coatings.

b. Conduct all equipment, surface, soil, water sampling, background sampling, personal exposure sampling, area sampling, clearance sampling and waste stream sampling in accordance with accepted NIOSH methodology and analytical laboratory protocols.

c. Provide sample data to the COR within 24 hours of receipt from the lab.

Electronic copy followed by hard copy acceptable.

d. Shall select and verify the correct use of respiratory protection and personal protective equipment.

e. Shall verify work practices for personal decontamination and site decontamination are effective.

f. Shall verify work practices by regular direct observation inside and outside of containment including clearing each containment.

g. Shall conduct functional testing of engineering controls, critical barriers, containments and secondary containments.

Revised 01 35 30 - 4

h. Shall hold full authorization to correct unsafe acts, stop work, prevent exposures, control contamination, engineering control and containment failures on the spot.

i. CIH duties can be met by engaging the services of a consultant.

j. Functional testing of engineering controls; inspection, instrument and smoke candle testing.

k. Exposure assessments to select or verify personal protective equipment or respiratory protection inside and outside containments.

l. Resolving problems with personal protective clothing, respiratory protection, local exhaust ventilation, emissions control ventilation.

m. Clean-up of containment releases, breeches, spills, soil contamination, waterway contamination and facility contamination.

n. Background sampling prior to work start to accurately establish the existing concentrations and set clearance thresholds.

o. Environmental monitoring of water, equipment, structures and facilities.

p. Waste stream identification, sampling, monitoring, and reporting.

q. On-site problem solving for exposure incidents and accident investigations for protective equipment, respiratory protection, emissions control, disposal, decontamination, personal sanitation.

5. The acceptance of the Contractor’s submittal for the CIH time on-site does not relieve the Contractor from any/all additional time necessary to address industrial hygiene issues encountered on-site during the work activities.

1.06 QUALITY ASSURANCE

A. Contractor’s Onsite Safety and Health Representative:

1. The effectiveness of the Contractor’s Onsite Safety and Health Representative in prosecuting the safety program will be subject to continued review and approval by the CO.

2. Should the Contractor’s Onsite Safety and Health Representative’s effort be deemed inadequate, the Contractor shall replace the Onsite Safety and Health Representative at no additional cost to the Government.

B. Certified Industrial Hygienist (CIH):

1. The effectiveness of the Contractor’s onsite CIH in prosecuting the safety program will be subject to continued review and approval by the CO.

Revised 01 35 30 - 5

2. Should the Contractor’s CIH effort be deemed insufficient, the Contractor shall replace the CIH at no additional cost to the Government.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Revised 01 35 30 - 6

This page intentionally left blank.

North Spillway Gate Rehabilitation Rehabilitation Amendment No. 003

Reference Standards Revised 01 42 10 - 1

SECTION 01 42 10

REFERENCE STANDARDS

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. Referenced editions of standard specifications, codes, and manuals form a part of this specification to the extent referenced.

B. These specifications take precedence when conflicting requirements occur between specifications and referenced standard.

1.03 JOBSITE REFERENCE STANDARDS

A. Maintain at fabrication site, a copy of referenced standard specifications, codes, and manuals required for work in progress at fabrication site. Make available for use by the Government.

B. Maintain onsite, a copy of referenced standard specifications, codes, and manuals required for onsite work in progress. Make available for use by the Government.

1.04 AVAILABILITY

A. Code of Federal Regulation (CFR):

1. Available online, authorized by the National Archives and Records Administration (NARA) and the Government Printing Office (GPO), at www.gpoaccess.gov/cfr/index.html.

B. Federal Specifications, Standards, and Commercial Item Descriptions; and Military Specifications:

1. Copies of Federal Specifications, Standards, and Commercial Item Descriptions may be obtained from GSA Federal Supply Service, see the provision at FAR 52.211-1, Availability of Specifications Listed in the GSA Index of Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29.

C. Bureau of Reclamation Documents:

1. Reclamation Safety and Health Standards (RSHS) may be downloaded at www.usbr.gov/ssle/safety/RSHS/rshs.html.

http://www.usbr.gov/ssle/safety/RSHS/rshs.html

Reference Standards Revised 01 42 10 - 2

a. Hard copies of RSHS, stock number 024-003-00204-6, may be purchased from The Superintendent of Documents at the U.S. Government Printing Office (GPO), Telephone: 202-512-1800.

1) GPO online bookstore: http://bookstore.gpo.gov/actions/GetPublication.do?stoc knumber=024-003-00204-6.

2. Bureau of Reclamation Standard Specifications are designated with an M-number. Copies of individual standards may be obtained from Bureau of Reclamation, Attn: 86-68170, P.O. Box 25007, Denver, CO 80225-0007. Specify which standard(s) is needed when requesting a copy.

3. Bureau of Reclamation manuals and other publications including significant scientific, technical, and engineering works are available from the National Technical Information Service (NTIS). Information regarding availability and pricing may be obtained by contacting NTIS at the following address:

United States Department of Commerce National Technical Information Service 5285 Port Royal Road Springfield, VA 22161 Telephone: 703-487-4650 or 1-800-553-6847

D. Industrial and Governmental Documents:

1. When a reference has a joint designation (e.g., ANSI/IEEE) these specifications generally cite the proponent organization (e.g., IEEE).

2. Addresses for obtaining industrial and governmental (other than Federal and Bureau of Reclamation specifications and standards) specifications, standards, and codes are listed in Table 01 42 10A - Addresses for Specifications, Standards, and Codes.

Table 01 42 10A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

AGC Associated General Contractors of America 333 John Carlyle Street, Suite 200 Alexandria VA 22314 www.agc.org

703-548-3118

AISC American Institute of Steel Construction One East Wacker Drive, Suite 3100 Chicago, IL 60601-2001 www.aisc.org

312-670-2400 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://www.agc.org/ http://www.aisc.org/

Traffic Control

Revised 01 55 20 - 1

SECTION 01 55 20

TRAFFIC CONTROL

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Traffic Control:

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

1.02 REFERENCE STANDARDS

A. Federal Highway Administration, Department of Transportation

1. MUTCD, Part 6 Part 6, Temporary Traffic Control, Manual on Uniform Traffic Control Devices, 2009 Edition, (http://mutcd.fhwa.dot.gov/kno_2009.html)

1.03 PROJECT CONDITIONS

A. The existing north spillway bridge has one lane. It is a Wyoming Department of Transportation road. Contractor will be allowed to close the bridge to the general public on October 1, 2016, for the duration of the project. Contractor’s plan for the closure shall be submitted to the Wyoming Department of Transportation for approval.

B. Contractor shall provide all required coordination with public authorities.

C. Contractor shall be responsible for preparing, obtaining, and paying any costs associated with obtaining traffic control plan approval.

D. When construction requires full closure, the Contractor shall provide flaggers and other traffic control measures required in the approved traffic control plan.

1.04 SUBMITTALS

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

B. RSN 01 55 20-1, Traffic Control Plans:

1. Provide traffic control plans for the following locations which include, but may not be limited to:

a. From State Park’s office area to north spillway bridge.

b. Entrance to the park at the highway to work site area.

c. From extent of the north reservoir road to the north spillway bridge.

2. Provide details for each location.

http://mutcd.fhwa.dot.gov/kno_2009.html

Revised 01 55 20 - 2

3. Provide details of detour.

C. RSN 01 55 20-2, Traffic Control Supervisor Information:

1. Include name of designated traffic control supervisor and 24-hour contact telephone number.

D. RSN 01 55 20-3, Temporary Gates Information:

1. Types, plans, and details for temporary gates shall be provided.

1.05 QUALIFICATIONS

A. Contractor shall designate employee as Traffic Control Supervisor.

B. Traffic Control Supervisor: Experienced traffic control supervisor with minimum of 2 years’ experience in charge of traffic control for construction similar in nature to that required by this contract.

C. The traffic control supervisor is responsible to ensure that all persons can travel safely through or around the project site as needed. The traffic control supervisor’s responsibilities include, but is not limited to the following:

1. Ensure compliance with the approved traffic control plan and the most recent version of the Manual on Uniform Traffic Control Devices (MUTCD).

2. Monitor the traffic control devices to ensure they are placed and maintained so that maximum visual acuity is provided.

3. Ensure the traffic control devices are appropriately positioned with respect to location, object, or situation to which it applies. The location and legibility of the traffic control device should be such that a road user has adequate time to make the proper response in both day and night conditions.

4. Periodically review the traffic control devices to determine if they meet the current traffic conditions. Remove any unnecessary or damaged traffic control devices.

5. Have the authority to stop work and or acquire additional traffic control devices if necessary for general safety.

PART 2 PRODUCTS

Revised 01 55 20 - 3

PART 3 EXECUTION

3.01 TRAFFIC CONTROL

A. Meet requirements of MUTCD, Part 6.

B. Provide cones, delineators, concrete safety barriers, barricades, flasher lights, danger signals, signs, and other temporary traffic control devices as required to protect work and public safety.

C. Separate public traffic from construction equipment traffic to the extent practical.

D. Provide flaggers as required to prevent accidents and damage or injury to traffic.

E. Furnish and install temporary gates in accordance with approved plan at locations shown on drawings.

F. Do not begin work along public or private roads until proper traffic control devices for warning, channeling, and protecting motorists are in place in accordance with approved traffic control plan.

G. Maintain traffic flow and conduct construction operations to minimize obstruction and inconvenience to public traffic.

H. Maintain convenient access to driveways, houses, and buildings along line of work.

I. Allow access by USBR and Wyoming State Parks vehicles to the powerplant and work site area including access through gates.

J. Allow access to Burlington Northern Santa Fe Railway vehicles in accordance with the approved Traffic Control Plan.

K. Protect roads closed to traffic with effective barricades and warning signs. Illuminate barricades and obstructions from sunset to sunrise.

L. Provide access across the bridge for emergency vehicles at all times.

M. Remove traffic control devices when no longer needed.

Revised 01 55 20 - 4

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Government-Furnished Products

Revised 01 64 40 - 1

SECTION 01 64 40

GOVERNMENT-FURNISHED PRODUCTS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Except as provided for backcharges and expenses to the Contractor, include cost of unloading, hauling, inspecting, storing, protecting, handling, and caring for products furnished by the Government in prices offered in the Price Schedule for work in which products are to be used.

2. Include cost of handling and installing minor miscellaneous items of metal, timber, and other products for which specific prices are not provided in the schedule, in prices offered in the Price Schedule for work to which they are appurtenant.

3. Pay demurrage charges incurred due to failure to promptly unload railroad cars or trucks.

B. Backcharges and Expenses to the Contractor:

1. The Contractor will be charged for, or required to replace, any product lost or damaged after delivery and inspection.

2. The Contractor will be backcharged for products lost or damaged beyond repair after delivery and inspection or for products not incorporated in the work and not returned to the Government. The backcharge amount will be the initial Government product cost at point of delivery or the Government replacement cost at point of delivery, whichever is higher. This amount will include reasonable charges for Government warehousing and handling.

3. When directed by the CO to replace products lost or damaged by the Contractor, such replacement shall be at the Contractor's expense.

4. Repair of products damaged by the Contractor shall be at the Contractor's expense.

1.02 SUBMITTALS

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

B. RSN 01 64 40-1, Shortage Report:

1. Written report of shortage in or damage to Government-furnished products.

Revised 01 64 40 - 2

1.03 DELIVERY, STORAGE, AND HANDLING

A. Products furnished by the Government will be delivered to the Contractor at the Guernsey Dam maintenance Shop.

B. Estimated delivery dates listed in Table 01 64 40A - Government-Furnished Products are provided so that offerors may develop a tentative construction program. These delivery dates are not guaranteed, however, and the Government obligates itself only to make reasonable efforts to secure delivery of items at times and in sequence to permit completion of work within time allowed under a reasonable and orderly construction program.

C. When delivered to Contractor at Guernsey Dam load and haul products from points of delivery to jobsite when needed.

D. If directed by the CO during progress of work, replace products lost or damaged by the Contractor, with equivalent grades of products as approved by the CO and deliver products to the jobsite as directed.

E. Repair products damaged after delivery to the Contractor, which in the opinion of the OGR can be repaired satisfactorily.

F. Government-furnished products may be furnished with spare parts and other extra products. Load, haul to jobsite, unload, and protect spare parts and deliver them to the Government at the location directed.

G. Contractor shall be responsible for protection for government furnished products which require protection.

H. Government shall provide indoor storage for Government furnished items listed in Table 01 64 40A – Governmental Furnished Products

I. Provide protection for products that require storage including protection after being removed from indoor storage and before installation.

J. Protect products from distortion, dust, water, or other damage.

K. Place products on timber blocking furnished by the Contractor, if necessary, for proper protection of products.

L. Protect painted and coated surfaces from damage during transportation, inspection, handling, and storage. Protect exposed prime coats of paint or coatings from exposure to direct sunrays and from the weather.

M. Protect surfaces of products which are furnished unpainted.

N. The Government reserves the right to direct the Contractor to provide means of protection for Government-furnished products which reasonably might be required for

Revised 01 64 40 - 3 their storage and care; however, the exercise of or failure to exercise this right shall not be deemed to relieve the Contractor of primary responsibility for protecting Government-furnished products

O. Return unused Government-furnished products to points convenient to the work, as directed.

1.04 ACCEPTANCE AT SITE

Load, transport, unload, uncrate, assemble, install, connect, and test products. Uncrate new products in the presence of the COR to inspect for damaged or missing parts.

Schedule a joint inspection of products with the COR to determine existing condition.

The Contractor shall be responsible for damage sustained by products after this inspection.

A. After joint inspection, recrate or repackage products.

B. Report to the CO in writing, within 24 hours after unloading, any shortage in or damage to products when delivered.

PART 2 PRODUCTS

2.01 PRODUCTS

The Government will furnish products listed in Table 01 64 40A - Government-Furnished Products.

Table 01 64 40A – Government-Furnished Products

Item No.

Description Estimated quantity

1 Stainless steel rollers for the lower 4 roller trains

2 Stainless steel links 9 1/8-inch x 2 3/4-inch x 5/8-inch

3 Stainless steel links 9 1/8-inch x 2 3/4-inch x 5/16-inch

4 2 1/2-inch Dia. 8 gage stainless steel washers

Revised 01 64 40 - 4

PART 3 EXECUTION

Removal and Disposal of Coatings Containing Hazardous Materials

Revised 02 83 30 - 7

G. RSN 02 83 30-6, Post-Construction Test Results:

1. Compare with preconstruction test results for increased contaminant levels.

2. Include map indicating location of each sample.

3. Provide appropriate quality control information to supplement analytical data.

Include form blanks, laboratory control samples with percent recovery, duplicates, matrix spike samples from project with percent recovery, and other appropriate quality control measures.

H. RSN 02 83 30-7, Certificates and Reports :

1. Certificate of Disposal.

2. Waste container inspection reports.

1.06 QUALIFICATIONS

A. Onsite Supervisor Qualifications: Competent Person, as defined in 29 CFR 1926.62, experienced working under OSHA and EPA regulations.

B. Certified Industrial Hygienists (CIH): Certified by American Board of Industrial Hygiene

(ABIH).

C. Laboratory Qualifications: Certified analytical laboratory meeting requirements of EPA National Lead Laboratory Accreditation Program and American Industrial Hygiene Association (AIHA) for metals. Certified to perform PCB analysis.

D. Containment System Designer Qualifications: Competent person.

E. Disposal Facility Qualifications for Hazardous Waste: RCRA or TSCA permitted facility as appropriate.

F. On-site Hazard Abatement Workers: On-site workers involved with handling of coatings, equipment and materials contaminated with PCBs, lead and other heavy metals.

1. Instructed on dangers of PCB and lead exposure, on respirator use, decontamination, and applicable EPA and OSHA regulations.

G. Transporter:

1. Approved for TSCA waste and RCRA waste as appropriate by the EPA, state, and local regulatory agencies.

2. Meet requirements of 49 CFR 171, 49 CFR 172, and 49 CFR 173 and registration requirements of 49 CFR 107.

H. Disposal Facility:

1. Approved for PCB bulk product waste, and RCRA hazardous material disposal as appropriate by the EPA, state, and local regulatory agencies.

Removal and Disposal of Coatings Containing Hazardous Materials

Revised 02 83 30 - 8

I. Coatings Removal:

a. SSPC-QP2 Certification.

1.07 REGULATORY REQUIREMENTS

A. Solid waste debris is subject to all applicable Federal, State, local, requirements. The most stringent regulation shall apply. Interpretations of regulations contained in this section do not relieve the Contractor from compliance with the regulations.

1.08 SAFETY AND HEALTH REGULATIONS

A. Comply with USBR RSHS.

B. Comply with 29 CFR 1926.

C. Limit employee exposure to PCBs, lead and other airborne contaminants in accordance with 29 CFR 1926.55 and 29 CFR 1926.62.

1.09 PROJECT CONDITIONS

A. Existing coatings on gate and associated metal equipment contain lead, PCBs and other heavy metals.

B. The Contractor will be considered the co-generator of any hazardous waste.

C. Facility owner EPA Identification number will be provided to Contractor after award.

1.10 CONTRACTORS RESPONSIBILITIES

A. Obtain EPA Identification number from facility owner before treating, storing, or transporting hazardous waste.

B. Prepare manifest, in accordance with 40 CFR 262 Subpart B, before transporting hazardous waste for offsite treatment, storage, or disposal.

C. Before transporting hazardous waste, obtain written notice from owner or operator of hazardous waste facility, including documentation that facility has required permits and that facility will accept waste to be shipped under this contract, in accordance with 40

CFR 264.12.

D. Determine proper disposal method for materials/waste with PCB concentration greater than or equal to 50 ppm (parts per million) that may also be RCRA hazardous waste.

E. Obtain certificate of disposal from disposal facility when hazardous waste has been treated or disposed.

F. Obtain required transportation permits.

Backfill Grouting

03 60 10 - 1

SECTION 03 60 10

BACKFILL GROUTING

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost of backfill grouting in the price offered in the Price Schedule to furnish and install deflectors.

1.02 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM A276/A276M-16 Stainless Steel Bars and Shapes

2. ASTM C31/C31M-15 Making and Curing Concrete Test Specimens

3. ASTM C150/C150M-16 Portland Cement

4. ASTM C937-16 Grout Fluidifier for Preplaced-Aggregate Concrete

5. ASTM C1602/C1602M-12 Mixing Water Used in the Production of Hydraulic Cement Concrete

1.03 DEFINITIONS

A. Backfill Grouting: Grouting the space between new deflectors and the pier walls.

1.04 SUBMITTALS

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

B. RSN 03 60 10-1, Approval Data:

1. Name and manufacturer of each cementitious material and admixture.

a. The Government reserves the right to require submission of manufacturer’s test data and certification of compliance with specifications.

b. The Government reserves the right to require submission of samples of grout materials for testing before or during use in concrete.

2. Cementitious materials certifications and test reports:

a. Manufacturer’s certifications and test reports for each lot from which shipments are drawn.

03 60 10 - 2

1) Certify materials were tested during production or transfer in accordance with specified reference specification.

2) Submittal of certification and test reports shall not relieve Contractor of responsibility for furnishing materials meeting specified requirements.

3) Grout mix: Grout mixture proportions and design.

a) Instructions for use of admixtures and technical data sheets.

4) Grout Plant Equipment and Information.

a) Grout pump rating curves.

b) Grout mixer details and rating curves.

c) Agitator details.

d) Power systems for operating pumps, mixer, and agitator.

e) Photographs of proposed mixing equipment.

5) Test program plan: For grout cylindrical test specimens.

C. RSN 03 60 10-2, Grouting Plan:

1. Layout of grout connections, vent pips, manifold and pump.

D. RSN 03 60 10-3, Test Reports:

1. Test report for backfill grout cylindrical test specimens in conformance with Test Performance Plan submitted in RSN 03 60 10-1.

E. RSN 03 60 10-4, Resume:

1. Qualifying experience of individual (subcontractor, or Contactor), responsible for supervising, performing and directing backfill grouting operations.

1.05 QUALITY ASSURANCE

A. Qualifications:

1. Include list of grouter’s experience on 3 recent jobs using comparable materials on similar structures.

2. Include the grouter’s contact information on 3 recent jobs.

3. Grouting Supervisor: Minimum of 5 years of experience in responsible charge of grouting for construction similar in nature to that required by this contract.

4. Other grouting personnel: Minimum of 2 years experience in grouting for construction similar in nature to that required by this contract.

B. Maintain sufficient qualified personnel onsite to perform required grouting work.

03 60 10 - 3

PART 2 PRODUCTS

2.01 GROUT MATERIALS

A. Portland Cement:

1. ASTM C150, type II.

2. Meet equivalent alkalies requirements of ASTM C150, Table 2.

3. Meet false-set requirements of ASTM C150, Table 4.

B. Water: Conform to ASTM C1602.

C. Chemical Admixtures:

1. Intrusion-Aid® type “FG+” grout fluidifier manufactured by Specrete-IPP, 10703 Quebec Ave, Cleveland OH 44106, telephone (800) 245-3407, www.specrete.com, or equal, having the following essential characteristics:

a. Meets requirements of ASTM C937.

b. Increases flowability of pumped grout mix.

c. Eliminates bleeding and segregation of grout mix.

D. Mix:

1. The COR will direct proportions of cement, water and fluidifier used for the backfill grouting.

2. Anticipated water-cement ratio of grout mixture: 0.7:1 to 1:1, by volume.

3. Portland cement, water, and fluidifier admixture proportioned to produce nonshrink, nonbleed grout.

4. Fluidifier: Dose at the manufacturer’s recommendations.

5. Use of an accelerant is not allowed.

6. Weighing, mixing and placing of the grout to be performed only in the presence of the COR.

7. Mix grout for at least 5 minutes and no longer than 10 minutes after addition of cement and water.

a. Follow manufacturer’s instructions for addition of grout fluidifier to grout mix.

b. In the absence of addition instructions, mix water and cement first to even consistency, then add the grout fluidifier.

03 60 10 - 4

2.02 GROUT CONNECTIONS AND VENT PIPES

A. Grout connections and vent pipes shall be HDPE tubing, PVC pipe or steel pipe and threaded to match grout holes shown on drawings.

B. Minimum size of grout connections and vent pipes, including valves and fittings: 1-inch inside diameter.

C. Grout connections and vent pipes shall provide a connection point for backfill grouting and venting at grout holes shown on drawings. Grout connections shall include a closure valve and a quick disconnect to attaching the grout manifold.

D. Vent pipes shall be installed at the uppermost grout hole in each deflector. Vent pipes shall extent 30-inches above the uppermost grout hole.

2.03 THREADED PLUGS

A. Threaded to match grout holes.

B. Stainless steel conforming to any ASTM A276, 300 series.

C. Hex-socket or slotted drive.

PART 3 EXECUTION

3.01 PERIMETER SEAL

A. Provide and install seal material along the vertical and base perimeter of each deflector to prevent leakage of grout from behind deflectors.

1. Seal material must be able to withstand up to 50 pounds per square inch.

3.02 GROUT PLANT AND EQUIPMENT

A. Mixing Plant:

1. Furnish suitable equipment for mixing and placing grout including circulating lines and fittings. Refer to Standard Drawing 40-D-7100 for grouting manifold.

2. Equipment shall be capable of effectively mixing and stirring the grout and forcing it into the space between the new deflectors and the pier walls, in a continuous, uninterrupted flow at the specified pressure.

3. System shall supply adequate quantity of water to the mixer at all times to provide the required pumping rate.

4. Cylindrical mixing tank:

a. Mounted vertically.

03 60 10 - 5

b. Volume: 17 cubic feet minimum.

c. High-speed colloidal type.

d. Equipped with high-speed, diffuser-type centrifugal mixing pump operating at 1,500 to 2,000 revolutions per minute during mixing.

e. Delivers 20 gallons per minute at 30 pounds per square inch.

f. Furnish with water meter:

1) Meter shall be capable of reading cubic feet to tenths of a cubic foot for controlling amount of mixing water used in grout.

2) Meter shall be capable of being reset to zero.

3) Calibrate meter in presence of COR at times directed by COR.

a) Calibrate at least once a week during grouting operations.

b) When calibration is off, calibrate before continuing to grout.

c) Calibration equipment and supplies: Furnish adequate water supply, calibrated container capable of holding 55 gallons of water, and scales to weigh water container.

d) Keep calibration equipment and supplies onsite for duration of grouting operations.

e) Immediately replace defective water meters.

f) Demonstrate testing and calibration procedures to COR, for approval, prior to grouting startup.

g) Keep at jobsite 1 extra calibrated and working water meter for immediate replacement of defective units.

g. Direct return flow from centrifugal mixing pump tangentially into cylindrical tank near the top to create a vortex.

h. Provide a holdover mechanical agitator tank similar in volume to the mixer.

i. Use configuration of agitator tub as shown on Standard Drawing 40-D- 6571.

j. Pass grout through a U.S. Standard No. 16 screen as it is discharged from the mixer to the agitator.

k. Locate screen so that flows from return line of circulating grout system shall be passed over the screen.

l. Keep screen clean and free of grout scale and buildup.

m. Make screen readily accessible for cleaning and replacement.

03 60 10 - 6

n. COR has right to require the Contractor to make changes in the equipment which COR determines necessary to make equipment perform satisfactorily during grouting operations without additional cost to the Government.

B. Grout Pump:

1. Helical-screw, progressive cavity rotor-type pumps that produce a uniform flow without pulsation.

a. Power units for grout pumps shall have variable speed capabilities.

b. Pump minimum capacity of 20 gallons per minute at pressure of 250 pounds per square inch.

c. Grout pumps with open-throat design including holding hoppers will not be allowed.

2. Include one standby grout pump, capable of being placed in operation with no more than 15-minute notice.

3. Maintain grouting equipment in a manner satisfactory to COR so it is capable of continuous and efficient performance during any grouting operation.

4. Arrange grouting equipment to provide a supply line and a return line from the grout pump to the grout injection point.

5. Manifold:

a. Install manifold at grout connections.

b. Locate manifold in the grout line at the collar of the injection point to permit continuous circulation, accurate control and monitoring of grouting pressure, bleeding, and regulation of flow into grout holes.

c. Manifold shall consist of a system of valves and a pressure gauge as shown on Standard Drawing 40-D-7100.

d. Quick shutoff steel ball valves with 6-inch lever handles shall be furnished for the manifold.

e. Minimum nominal size of supply lines and manifolds including valves and fittings: 1-inch inside diameter.

C. Pressure Gauges:

1. Manufactured by Marsh Instrument Co., a unit of General Signal, PO Box 1011, Skokie IL 60076; Ashcroft, 250 East Main Street, Stratford CT 06614-5145; or equal with the following essential characteristics:

a. Glycerin filled.

b. Plain case.

c. Pressure indicated in pounds per square inch.

03 60 10 - 7

d. 2.5-inch diameter minimum dial-face size.

e. Rating of each pressure gauge not more than three times the pressure rating at which the grout is anticipated to be pumped.

f. Gauges accurate to no more than 2 percent error over the full range of gauge.

2. Equip pressure gauges with approved pressure sensors.

a. Furnish series 42 pressure sensor, manufactured by Red Valve Co., Inc., Carnegie, PA 15106; or equal with the following essential characteristics:

1) Flow-through type suitable for installation in the manifold in the flow pattern behind pressure control valve and ahead of bleed-off valve as shown on drawings.

2) Threaded ends with standard NTP threads.

3) Capable of measuring pressure for full circumference around sensor sleeve.

3. Check pressure gauges prior to commencement of backfill grouting.

a. Immediately replace defective gauges or gauges with broken glass faces.

b. Provide an accurately calibrated, high precision master gauge for checking of the accuracy of gauges used in the grouting operations.

1) Master gauge: Calibrated and certified by gauge manufacturer to be accurate to not more than 1 percent error over the full range of gauge.

c. Provide accurate and reliable gauge tester and keep at grout plant at all times.

D. Flowmeters: Furnish flowmeters to measure flow of grout.

1. Provide ultrasonic or magnetic flowmeters to measure the flow of grout being pumped into each grout hole.

a. Fitted with replaceable liners to prevent grout buildup.

b. Capable of measuring flows of 0- to 60 gallon per minute operating range with an accuracy performance of plus or minus 1 percent of rate.

2. Magnetic Flowmeter: Fischer and Porter model 10D1475P manufactured by Fisher and Porter Co., 125 East County Line Road, Warminster PA 18974; or ADMAG SE series manufactured by Yokogawa Electric Corporation, 2-9-32, Nakacho Musashino-shi, Tokyo 180-8750 Japan; or equal, with the following essential characteristics:

a. Wafer type with a nominal inside diameter of 1-inch.

b. Tefzel liner.

03 60 10 - 8

c. Output signal a linear 4-…