Section_J_-_Attachment__3_-_Specifications_7-7-26.pdf

Webster Dam Spillway Radial Gates Repair

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 14 20 Radial Gate Operation 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 60 Protected Species 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 83 30 Removal and Disposal of Coatings Containing Heavy Metals

DIVISION 03 through DIVISION 06 – NOT USED

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 92 10 Sealants

DIVISION 08 – NOT USED

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 10 through DIVISION 34 – NOT USED

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 23 51 Spillway Radial Gate Seal Replacement

DIVISION 36 though DIVISION 40 – NOT USED

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 31 Refurbishment of Spillway Radial Gate Hoists

Table of Contents

00 01 10 - 2

DIVISION 42 though DIVISION 50 – NOT USED

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 02 83 Existing Coatings Analysis 51 09 96 Photographs

DIVISION 52 – DRAWINGS

52 00 00 Drawings

DIVISION 53 – NOT USED

END OF CONTENTS

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Webster Dam approximately 8 miles west of Stockton, Kansas in Rooks County. Refer to Figure 1, Site Map, for project location.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Work under these specifications includes the rehabilitation of the metalwork coatings for three spillway radial gates located at the Webster Dam Spillway:

1. External upstream, downstream and edges of gate surfaces, radial arm structural steel members, trunnion assemblies and floatwell covers and frames on the inner piers: removal of existing coating system including handling and disposal; sealing crevasses between structural members; application of new coating system;

removal and replacement of bottom and side gate seals.

2. Internal structural steel, skin plates, cover openings surfaces, and gallery: removal of existing coating system including handling and disposal and application of new coating system.

3. Wire Rope and components replacement.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

C. Where specifications are written in streamlined form, the words “shall be” are included by inference where a colon (:) is used within the sentence or phrase.

1.04 DEFINITIONS

A. When the specifications use a word or term defined in the Federal Acquisition Regulations (FAR), the definition of the word or term shall be in accordance with FAR sections in effect at the time the solicitation was issued.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 53:

01 11 00 - 2

1. CO: Contracting Officer

2. COR: Contracting Officer’s Representative

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

01 11 00 - 3

FIGURE 1

Site Map

END OF SECTION

KS State Hwy258

To KS State Highway 24

To Benkelman, NE

Webster Dam

Stockton, KS

Webster Reservoir

N

Webster Dam Spillway

Webster Dam Spillway Radial Gates

Gravel access road to upstream side of spillway

01 11 00 - 4

This page intentionally left blank.

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. USBR Cleaning Manual Inspection and Cleaning Manual for

Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical memorandum No. 86-68220-07-05) 2010 Edition Available online at:

http://www.usbr.gov/mussels/prevention

1.03 SUBMITTALS

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

B. RSN 01 14 10-1, Land Use and Landscape Rehabilitation Plan:

1. For each Contractor use site on Government land.

a. Show use location and extent of impact. Uses include but are not limited to the following:

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

2) Parking areas, temporary roads, and haul routes.

3) Utilities including air, power, and water lines; fire hydrants; and compressor station.

4) First-aid and medical facilities.

5) Areas for processing, storing, and disposing of waste materials from construction operations.

6) Temporary fences.

b. Describe methods to preserve, protect, and repair if damaged, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to the jobsite, which are not to be removed and which do not http://www.usbr.gov/mussels/prevention

01 14 10 - 2 interfere with the work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near the jobsite.

d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.

2. Submit revised drawings of changes in use of Government land made during the construction stage or after use of Government land is in operation.

1.04 PROJECT CONDITIONS

A. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.

B. Location, construction, operation, maintenance, and removal of construction facilities on Government land will be subject to approval of the COR.

C. Housing for construction personnel will not be permitted on Government land.

D. The bridge over Webster Dam at the spillway is Kansas State Highway 258. Work should be planned to minimize closures, lane restrictions, delays and other impacts that will impede traffic flow.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

1. Before bringing onsite, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species.

2. Contractor cleaning procedures shall result in equipment being cleaned as well or better than the procedures described in USBR Cleaning Manual.

3. The COR will inspect construction equipment following procedures described in USBR Cleaning Manual before allowing the equipment onsite.

3.02 RESTORATION

A. Restore Contractor use areas to pre-construction condition. These areas would include, but not limited to, any staging, storage, parking or surface work areas.

01 14 10 - 3

B. Restore temporary construction roads to original contours and make impassable to vehicular traffic when no longer required.

C. After completion of work, regrade and scarify Government land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

01 14 10 - 4

Radial Gate Operation

01 14 20-1

SECTION 01 14 20

RADIAL GATE OPERATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost in prices offered in the Schedule for work requiring operation of the radial gates.

1.02 PROJECT CONDITIONS

A. Spillway Operations:

1. The spillway at Webster Dam consists of a concrete inlet structure; a radial gate structure; a concrete chute; and a concrete stilling basin. Flows through the spillway are regulated by three 33.3-foot wide by 39.5-foot high radial gates. The spillway crest elevation is 1884.60.

2. The spillway gates will be operated by Government personnel only. Requests for gate changes shall be made through the Contracting Officer’s Representative at least 72 hours prior to the needed change.

3. Government-owned hoists will be required to open and close the radial gates.

Government will provide operator. Operation of radial gates by Contractor personnel is not permitted.

B. Reservoir Level Impacts to Construction and Access:

1. Reservoir levels are not expected to affect construction or access to the spillway floor. Within approximately the last 4 water years (August 2012 – Current), the reservoir has been operated far below the spillway crest. However, between Oct 2009 and Aug 2012, the reservoir levels were above the spillway crest as shown below and the gates were kept closed. The Government will make every attempt to regulate the reservoir elevations while meeting the demand of its water customers.

2. In the event that reservoir levels affect access or construction, a changed site condition will be recognized and evaluated. An adjustment to the contract price will be made, as necessary.

C. Safety:

1. It should be noted for scheduling purposes that the spillway gates shall be locked out and tagged out whenever any construction is being performed on them.

01 14 20-2

PART 2 PRODUCTS

Not Used

01 14 20-3

MONTHLY VALUES

PROCESS DATE: 03/18/2016

Station: WBKS Webster Reservoir near Stockton, KS Parameter: FB Reservoir Forebay Elevation (feet) Begin and end year 2002-2015 Option MONTH (FY) MAX ELEV

2006 Oct 1865.44 Nov 1865.33 Dec 1869.89 Jan 1865.39 Feb 1865.31 Mar 1865.28 Apr 1865.30 May 1865.25 Jun 1865.17 Jul 1864.79 Aug 1864.29 Sep 1864.22

2007 Oct 1863.90 Nov 1863.81 Dec 1864.00 Jan 1864.40 Feb 1867.17 Mar 1868.98 Apr 1871.45 May 1871.26 Jun 1871.45 Jul 1871.39 Aug 1871.26 Sep 1870.77

2008 Oct 1870.64 Nov 1870.30 Dec 1870.28 Jan 1870.44 Feb 1870.88 Mar 1871.38 Apr 1872.01 May 1878.61 Jun 1880.80 Jul 1880.88 Aug 1883.63 Sep 1883.96

2009 Oct 1887.54 Nov 1889.32 Dec 1890.46 Jan 1891.49 Feb 1892.33 Mar 1892.96 Apr 1894.14 May 1894.65 Jun 1896.81 Jul 1894.95 Aug 1894.50 Sep 1893.77

2010 Oct 1894.34 Nov 1894.43 Dec 1893.91 Jan 1893.04 Feb 1892.64 Mar 1893.38 Apr 1895.00 May 1894.39 Jun 1893.35 Jul 1893.08 Aug 1891.55 Sep 1888.95

01 14 20-4

2011 Oct 1888.67 Nov 1888.52 Dec 1888.85 Jan 1889.37 Feb 1889.95 Mar 1890.62 Apr 1891.08 May 1891.51 Jun 1891.57 Jul 1890.48 Aug 1888.01 Sep 1886.57

2012 Oct 1886.55 Nov 1886.81 Dec 1887.29 Jan 1887.66 Feb 1888.23 Mar 1888.78 Apr 1889.33 May 1889.41 Jun 1888.98 Jul 1886.09 Aug 1882.53 Sep 1880.36

2013 Oct 1879.97 Nov 1879.68 Dec 1879.50 Jan 1879.52 Feb 1879.59 Mar 1879.62 Apr 1879.72 May 1879.88 Jun 1879.78 Jul 1878.05 Aug 1873.85 Sep 1870.25

2014 Oct 1869.92 Nov 1869.72 Dec 1869.60 Jan 1869.57 Feb 1869.56 Mar 1869.51 Apr 1869.32 May 1869.23 Jun 1870.44 Jul 1870.44 Aug 1871.40 Sep 1871.44

2015 Oct 1871.25 Nov 1870.97 Dec 1870.88 Jan 1870.95 Feb 1871.02 Mar 1871.09 Apr 1871.20 May 1871.36 Jun 1871.35 Jul 1871.44 Aug 1871.35 Sep 1870.79

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United Stated 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.

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

c. Date.

01 33 00 - 2

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

3. Size: D size (22 inches by 34 inches) as defined by ASME Y14.1

4. Draw to scale using or computer drafting.

a. In accordance with NIBS NCS.

b. Electronic file format: Compatible with AUTOCAD, Version 2018 or later.

c. Compile using “eTransmit” utility in AutoCAD.

d. Government will provide an electronic AutoCAD template.

e. Title block and sheet format:

1) As shown on Standard Drawing NO. 40-D-7102

2) Government will supply template.

3) Government will supply specific title block information to be used.

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

Indicate changes by clouding.

D. Product Data:

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

a. Identify manufacturer'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 through 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. 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.

01 33 00 - 3

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

1. Electronic submittals:

a. In Portable Document Format (PDF).

1) Optical Character Recognition (OCR)

2) 508 Compliant

3) RSNs having more than one requirement shall be bookmarked.

4) RSNs with requirements for files other than PDF (e.g. .XER, .PLF, .DWG, etc,) shall be combined using WINZip.

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 25 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) mrouse@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.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

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

a. Resubmitted drawings shall include a revision block with date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 7 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

mailto:mrouse@usbr.gov

01 33 00 - 4

5. Resubmittals shall be complete submittals without reference to the original submittal.

F. Submit each RSN under a separate transmittal letter. Multiple RSNs 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 the contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will extend the contract completion date based on the excess review time delay.

b. The time extension will not exceed the 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 two (2) 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. Response letter will indicate whether the submittal is approved, not approved, acceptable, not acceptable, or acknowledged receipt.

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.

01 33 00 - 5

1.07 TRANSMITTAL

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

1. CO: Bureau of Reclamation, Attention: MB-5000, P.O. Box 36900, Billings, MT

59107-6900. Physical address: 2021 4th Avenue North, Billings, MT 59101

2. COR: Bureau of Reclamation, Attention: Mark Rouse, 1706 West Third Street, McCook, NE 69001

B. Email address for electronic submittals listed in Table 01 33 00A – List of Submittals:

mrouse@usbr.gov

1. Submit electronic submittals that are too large for email to the physical address above.

C. Submittals required by specifications, but not listed in Table 01 33 00A – List of Submittals:

1. Submit in accordance with this section.

2. Submit to COR unless otherwise specified.

PART 2 PRODUCTS

Not Used

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required

Due date or delivery time

Respon-sible code

Sets to be sent: **

CO COR

1 Performance and Payment Bonds - Construction 52.228-15

Performance and Payment Bonds

Within 10 calendar days after award

CO 1 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

mailto:mrouse@usbr.gov

01 33 00 - 6

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required code

Sets to be sent: **

CO COR

3 Insurance – Work on a Government Installation 1452.228-70

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

CO 1

4 Reporting

Executive Compensation and First Tier Subcontract Awards 52.204-10

Certification that executive compensation and subcontract awards were reported

Within 10 days of each report being submitted

CO 1 0

5 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 0

6 Site Security

WBR 1452.237-

Employee information

Submitted and accepted at least 28 days before mobilization

COR 0 1

encrypted

7 Site Security

WBR 1452.237-

Vehicles and equipment to be brought onsite

Submitted and approved at least 28 days before mobilization

COR 0 1

8 Labor Standards Data 52.222-11

1) List of subcontractors

Within 14 days after award of contract

COR 1

9 Labor Standards Data 52.222-11

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

Within 14 days after award of contract

COR 1 1

10 Payrolls and Basic Records 52.222-08

Copies of all payrolls Weekly for each week of contract performance

COR 1

encrypted encrypted

11 Schedules of Values GP-1

Schedule of Values Required for lumpsum items in the Bid Schedule. Submitted and approved before any payment other than bonds and insurance.

COR 0 1

Superintendence by the Contractor

Site Superintendent

Submitted and accepted at least 28 days before mobilization

COR 1 1

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

Landscape Rehabilitation Plan

At least 28 days before use of Government land

01 33 00 - 7

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required code

Sets to be sent: **

CO COR

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

At least 28 days before jobsite delivery of hazardous material

COR 0 1

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

At least 28 days before jobsite delivery of hazardous material not previously listed

COR 0 1

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

COR 0 1

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

01 35 20-3 Safety and Health Respirator User Documentation

At least 28 days before arriving at worksite

COR 0 1

01 35 20-4 Safety and Health Crane Operation Certificates

At least 28 days before arriving at worksite

COR 0 1

01 35 20-5 Safety and Health Exposure Assessment Form

At least 28 days before arriving at worksite

COR 0 1

01 35 20-6 Safety and Health Other Training Certificates

At least 28 days before arriving at worksite

COR 0 1

01 35 30-1 Contractor’s Onsite Safety Personnel

Qualifications At least 28 days before beginning onsite work

COR 0 1

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

CIH Inspection Reports

Submit to COR within 7 days of the inspection

COR 0 1

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

Safety Inspection Reports

At least once each month

COR 0 1

01 55 20-1 Traffic Control Traffic Control Plan At least 28 days before affecting public traffic

COR 0 1

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before starting onsite work

COR 0 1

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 28 days before starting onsite construction

COR 0 1

01 57 30-1 Water Pollution Control

Water Management Plan

At least 28 days before commencing onsite construction work

COR 0 1

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 28 days before delivery or storage of oil

01 33 00 - 8

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required code

Sets to be sent: **

CO COR

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

At least 28 days before beginning onsite work

COR 0 1

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

COR 0 1

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 28 days before beginning environmental assessment

COR 0 1

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

COR 0 1

01 78 30-1 Project Record Documents

Warranties Within 14 days of completion of work

COR 0 1

Division 2 – Existing Conditions 02 83 30-1 Removal and

Disposal of Coatings Containing Heavy Metals

Qualifications At least 28 days before beginning onsite work

02 83 30-2 Removal and Disposal of Coatings Containing Heavy Metals

Plans At least 28 days before beginning onsite work.

COR 0 1

02 83 30-3 Removal and Disposal of Coatings Containing Heavy Metals

Heavy Metal Exposure Certifications and Test Results

Within 2 days after tests are completed

COR 0 1

02 83 30-4 Removal and Disposal of Coatings Containing Heavy Metals

Preconstruction Test Results

Within 7 days after tests are completed

COR 0 1

02 83 30-5 Removal and Disposal of Coatings Containing Heavy Metals

Working Level Test Results

Within 7 days after tests are completed

COR 0 1

02 83 30-6 Removal and Disposal of Coatings Containing Heavy Metals

Post-Construction Test Results

Within 7 days after tests are completed

01 33 00 - 9

Table 01 33 00A. - List of Submittals ** CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required code

Sets to be sent: **

CO COR

02 83 30-7 Removal and Disposal of Coatings Containing Heavy Metals

Certificate of Disposal Within 7 days after disposal.

COR 0 1

Division 7 – Thermal and Moisture Protection 07 92 10-1 Sealants Approval Data At least 28 days before starting onsite construction

COR 0 1

07 92 10-2 Sealants “Or Equal” Products At least 28 days before starting onsite construction

COR 0 1

Division 9 – Finishes 09 96 20-1 Coatings Approval Data At least 28 days before beginning onsite work.

09 96 20-2 Coatings Final Approval Data At least 28 days before application.

COR 0 1

09 96 20-3 Coatings Qualifications At least 28 days before beginning onsite work.

COR 0 1

09 96 20-4 Coatings Quality Control Plan At least 28 days before beginning onsite work.

COR 0 1

09 96 20-5 Coatings Contractor Quality Testing Report

At least 28 days before beginning onsite work.

COR 0 1

Division 35 – Waterway and Marine Construction 35 23 51-1 Spillway Radial

Gate Seal Replacement

Approval Data At least 28 days before beginning on-site work.

COR 0 1

Division 41 – Material Processing and Handling Equipment 41 22 31-1 Refurbishment of

Spillway Radial Gate Hoists

Approval Data At least 28 days before beginning on-site work.

COR 0 1

41 22 31-2 Refurbishment of Spillway Radial Gate Hoists

Final Data At least 28 days before beginning on-site work.

01 33 00 - 10

Spillway Radial Gates Repair Specification No. 60-C0669

Safety Data Sheets

01 35 10 - 1

SECTION 01 35 10

SAFETY DATA SHEETS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 DEFINITIONS

A. LHM: List of Hazardous Materials.

B. SDS: Safety Data Sheet.

1. Referred to as Material Safety Data Sheets in the clause at 52.223-3, Hazardous

Material Identifications and Material Safety Data - Alternate 1.

1.03 APPLICATION

A. For the purposes of this contract, “delivered under this contract” in paragraph (b) of the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1, includes:

1. Materials delivered to the Government.

2. Materials incorporated into the work.

3. Materials used by the Contractor during contract performance at the jobsite.

1.04 SUBMITTALS

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

B. RSN 01 35 10-1, Complete LHM and SDS.

C. RSN 01 35 10-2, Updated LHM and SDS:

1. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material

Identification and Material Safety Data - Alternate 1.

1.05 DELIVERY

A. Do not deliver hazardous materials to jobsite which are not included on the original or previously updated LHM and SDS before receipt of updated LHM and SDS by Contracting Offices Representative.

Spillway Radial Gates Repair Specification No. 60-C0669

Safety Data Sheets

01 35 10 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Safety and Health

01 35 20 - 1

SECTION 01 35 20

SAFETY AND HEALTH

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include the cost of complying with this section in the prices offered in the Price

Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

1. RSHS Reclamation Safety and Health Standards including revisions posted at https:// www.usbr.gov/safety/rshs/index.html

2. FIST 1-1 (2019) Hazardous Energy Control Program available at:

www.usbr.gov/power/data/fist_pub.html

B. Occupational Safety and Health Administration (OSHA):

1. 29 CFR Part 1910 Occupational Safety and Health Standards.

2. 29 CFR Part 1926 Safety and Health Regulations for

Construction. Available on the Internet at www.osha.gov

C. American Conference of Governmental Industrial Hygienists (ACGIH)

1. Threshold Limit Values (TLVs) Available at www.acgih.org

1.03 SUBMITTALS

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

B. RSN 01 35 20-1, Safety Program:

1. Submit a comprehensive, job-specific safety and health program in accordance with Section 01 33 00 – Submittals and in accordance with the requirements of Section of the Reclamation Safety and Health Standards (RSHS) and these specifications.

2. Cover aspects of on site and applicable off-site operations and activities associated with this contract.

http://www.osha.gov/ http://www.acgih.org/

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3. Follow the outline in Appendix 1.03-C in Section 1.03 of the RSHS.

4. The Safety Program will not be accepted for review by the COR unless it addresses, in order, lettered and numbered per Appendix 1.03-C in Section 1.03 of the RSHS, a comprehensive narrative for each applicable item in the outline and program elements contained in these specifications.

5. Generic company safety programs are not acceptable. The Safety Program must be site specific for this contract.

6. The Contractor’s Safety Program must be submitted and accepted by Reclamation prior to commencing on-site work, including mobilization.

7. The Safety Program Statement of Responsibility must state that “the contractor is responsible for ensuring that all work will be in compliance with Reclamation Safety and Health Standards and these specifications.”

8. The Safety and Health Program shall include, but not be limited to, the following program elements:

a. Safety and Health Program Guidance--General Requirements (in accordance with Appendix 1.03-C as per these specifications).

b. Comply with OSHA, RSHS, local safety programs, and any other referenced safety and health standards.

1) The most stringent shall apply.

c. Perform work in accordance with the specific safety program elements and referenced standards.

d. In the site-specific safety and health program, address sections that do not apply to this project as ‘not applicable’.

e. Statement of Policy:

1) Contractor’s Safety and Health Policy.

f. Statement of Safety and Health Responsibilities:

g. Statement of Compliance with Regulations, Standards, and Codes:

1) The contractor shall specifically state the intention to comply with the RSHS, OSHA, and any other regulatory standard. The most stringent shall apply.

h. Statement of Subcontractor Compliance:

1) The contractor shall state that they will ensure compliance of their employees and subcontractors.

i. Safety Inspection Procedures:

1) Specify in accordance with this specification and Section 1.03 of the RSHS.

j. Accident Investigation and Reporting Procedures:

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1) Specify in accordance with this specification and Section 1.03 of the RSHS. List procedures for reporting to COR and BOR and the use of required forms.

k. Applicable Emergency Plans:

1) Detail coordination plan for outside emergency services including response time and a site visit where a rescue requires special capabilities or equipment.

2) This plan shall address detailed emergency contacts and procedures to be used during an on-site emergency.

3) Additional emergency plans and procedures as applicable to the location and potential hazards such as but not limited to the remoteness of worksite, potential hazards of worksite, and limitations of outside assistance.

4) Plan shall include procedures for weather related emergencies such as high wind, lightning, tornado and/or wildfire.

l. Confined Space Procedures:

1) Include a detailed confined-space entry plan for operations that require employees to enter confined spaces.

2) The detailed confined-space entry program must be site- specific and in accordance with OSHA 29 CFR 1926.1200 thru 1926.1213 and these specifications.

3) OSHA’s definition of IDLH in the 1926.1202 standard will be utilized on this project. Immediately dangerous to life or health (IDLH) means any condition that would interfere with an individual's ability to escape unaided from a permit space and that poses a threat to life or that would cause irreversible adverse health effects. A ventilation system alone does not alleviate the need for a rescue team to be prepared to enter an IDLH atmosphere due to the potential for failure of a ventilation system.

4) Include engineering controls, detailed ventilation plans, personal protective equipment and air monitoring procedures for each confined space.

5) Include non-entry and entry rescue plan.

6) Include the Contractor’s Confined Space Program.

7) If permit-required spaces will be entered, a trained and evaluated rescue team will be required on site. If outside emergency services are to be relied upon for rescue and/or transporting of injured personnel, the employer must first secure an agreement with the outside personnel to include what role they will have, response time, GPS coordinates if helicopter will be used, etc. The rescue team must be immediately available (on site) during all entries into

01 35 20 - 4 a permit-required confined space. Non-entry rescue is required unless the retrieval equipment would increase the overall risk of entry or would not contribute to the rescue of the entrant.

8) For non-entry rescue, each authorized entrant must use a chest or full body harness, with a retrieval line attached at the center of the entrant's back near shoulder level, above the entrant's head, or at another point which the employer can establish presents a profile small enough for the successful removal of the entrant. The other end of the retrieval line must be attached to a mechanical device or fixed point outside the permit space in such a manner that rescue can begin as soon as the rescuer becomes aware that rescue is necessary. A mechanical device must be available to retrieve personnel from vertical type permit spaces more than 5 feet (1.52 meters) deep.

9) The rescue team will consist of no less than 2 rescue personnel and one attendant (3 total) located outside of the confined space during all permit-required confined space entries. Additional rescue personnel will be required when the employer is unable to demonstrate a successful rescue of an unconscious victim from the space utilizing 2 rescue persons.

10) If the Contractor intends to utilize a rescue service, the Contractor is responsible for ensuring that the rescue service meets the requirements in this specification and the requirements of 29 CFR 1926.1211(a) thru (d). Supporting documentation of the rescue services’ training and abilities must be made available and be acceptable to the COR.

11) The rescue team must be trained in all potential types of rescues that might be necessary, including an oxygen deficient atmosphere, on the specific permit-required confined space and in accordance with 29 CFR 1926.1200- 1213.

12) Confined space training documentation is required for authorized entrant and additional documentation of training for rescue personnel. General confined space training for authorized entrants will not suffice for rescue personnel. The training for rescue personnel shall be specific to rescue.

13) The rescue personnel training shall include the hazards of the space, use of SCBA or supplied air with SCBA backup while performing rescue, current first aid and CPR, use of rescue and monitoring equipment, use of PPE any all other aspects of 29 CFR 1926.1211.

14) The confined space rescue team will be required to perform a practice rescue in each permit-required confined space prior to the start of work in the permit-required confined space. The practice

01 35 20 - 5 rescue(s) must be documented and include the space, names of rescuers, and methods used. The practice rescue shall be for a worst-case scenario rescue with an unconscious victim.

15) The Contractor must ensure that rescue team members practice making permit space rescues before attempting an actual rescue, and at least once every 12 months, by means of simulated rescue operations in which they remove dummies, manikins, or actual persons from the actual permit spaces or from representative permit spaces.

16) If the Contractor is to provide rescue services through trained employees, the Contractor must maintain training records for the rescue team that include the employee’s names, the name of the trainers and the dates of the training. These records must be available to the COR for review.

17) Whenever the confined space has the potential for gases and vapors, an oxygen deficient atmosphere, or any other hazard that could cause the space to become an IDLH atmosphere due to an upset or failure of ventilation equipment, the rescue team will be trained, medically evaluated, fit tested and will utilize a full facepiece pressure demand SCBA certified by NIOSH for a minimum service life of thirty minutes, or a combination full facepiece pressure demand supplied-air respirator (SAR) with auxiliary self-contained air supply. All coating operations within a confined space will require the rescue team to meet these respiratory criteria.

18) No employee shall enter the permit-required confined space until a mock rescue has been performed. The mock rescue shall be for the most serious incident that could potentially occur (unconscious victim, IDLH atmosphere, etc.).

19) When there is a potential for employee exposure to a substance for which a Safety Data Sheet (SDS) or other similar written information is required to be kept at the worksite, that SDS or written information must be attached to the PRCS entry permit.

20) If an injured entrant is exposed to a substance for which a Safety Data Sheet (SDS) or other similar written information is required to be kept at the worksite, that SDS or written information must be made available to the medical facility treating the exposed entrant.

21) Coatings and other flammables in confined spaces:

a) Include controls for hazards such as static electricity and control of ignition sources and sparks.

b) Include the use of intrinsically safe equipment or classified hazardous electrical for hazardous atmospheres.

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c) Flammables that are not being immediately used shall not be kept in the permit-required confined space.

m. Lockout/Tagout Procedures:

1) Include the contractor’s written Hazardous Energy Control

Program (HECP).

2) The Contractor shall comply with OSHA’s 29 CFR 1910.147 for the control of hazardous energy (lockout/tagout).

3) The Contractor will not be allowed to place locks on Reclamation equipment. The Contractor will be required to utilize a group lockout procedure when working under the protection of Reclamation equipment. Include the Contractor’s group lockout procedures for coordination with the facility and its equipment.

4) The group lockout shall utilize a procedure which affords the employees a level of protection equivalent to that provided by the implementation of a personal lockout device. Tags and master lists will not be used in place of locks.

5) Employee locks on group lockout device will be required to have the employees name for immediate identification. Employee locks are to be removed by the employee when the employee is not working in the protected area.

6) Comply with facility Hazardous Energy Control Program (HECP) procedures and coordinate activities with Reclamation staff.

n. Electrical Safety:

1) Include safe work procedures at the site, electrically qualified persons, grounding techniques, use of mobile generators, construction lighting, power tool safety, and use of personal protective equipment.

2) Include the use of intrinsically safe equipment or classified hazardous electrical for potential hazardous atmospheres as needed.

3) Include controls for hazards such as static electricity as needed.

4) Protect all flexible cords and cables from damage. Flexible extension cords must be 3-wire grounded type, designated for hard service or extra hard service, free of splices and must be listed by the Underwriters Laboratories.

5) Provide ground fault protection for all temporary wiring installations, tools and equipment.

o. Fire Protection Plans - Hot Work and Fire Prevention:

1) Include a plan to address hazards associated with coating application, hot work, etc.

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2) Include list of workplace fire hazards, potential ignition sources, safe work procedures, engineering controls and equipment to be used to prevent fires during any coating application, hot work or applicable process.

3) Include the type and location of suppression equipment or systems.

4) Include an offsite assistance agreement in accordance with RSHS

Appendix 1.03-C of Section 1.03, Contractor Safety Program.

5) When working in areas with the potential for a hazardous atmosphere from gases or vapors, include a plan to control all potential ignition sources such as but not limited to lighting, motors, heating devices, fans, static electricity (clothing, abrasive blasting, coating spray application, etc.) and small tools. This may be addressed in the site-specific confined space program if applicable.

p. Medical:

1) Facilities:

a) List medical facilities and services, emergency contacts, phone numbers, GPS coordinates, etc. as pertains to worksite and location.

2) Training:

a) All supervisory and safety personnel on site shall have current First Aid/CPR certifications. Training shall be in accordance with the American Red Cross or the American Heart Association. Online First Aid and CPR training is not acceptable.

3) Certifications:

a) List required medical certifications for specific tasks such as; crane operator (license requirement), truck driver commercial driver’s license (CDL), etc.

b) List specific tasks or positions requiring a medical evaluation or medical monitoring.

4) Physician:

a) List physician or medical facility and contact information.

5) Ambulance:

a) Name, location, and telephone number. Post this information in a conspicuous area accessible by all employees. Include specific directions and GPS coordinates to be given to emergency personnel.

6) Physical Qualification of Employees:

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a) List specific positions and tasks that may/do have physical requirements and what those requirements are. Examples;

Crane Operators, Confined Space Rescue Team members, Truck Drivers, etc.

7) Records:

a) Documentation of successful medical evaluations, etc.

b) Do not include protected medical information (HIPAA) or personal employee information (PII) in this section or in required submittals.

c) Medical evaluations for respirator users should include a document, signed by the evaluating personnel, stating that the employee can or cannot wear a respirator and any limitations of respirator use.

q. Communications:

1) Job Hazard Analysis:

a) Provide a list of proposed JHA’s in the Safety Program for each anticipated work task.

b) A detailed JHA shall be completed on site prior to starting each work task. Work will not begin on the phase of the work until a JHA is acceptable to the On-site Government Representative.

c) Activities involving hazardous materials shall have the appropriate Safety Data Sheet(s) attached to the JHA.

2) Employee Training:

a) List training that is required for employees on site and position specific training in addition to orientation training.

b) Review and include Reclamation required training in the

RSHS.

c) Include training for Confined Space Rescue Team, Confined Space Entrants, Competent Person training as required by specific standards (trenching and excavations, scaffolding, Permit Required Confined Spaces, etc).

3) Safety Meetings:

a) See RSHS Section 1.03 and this specification for required meetings such as Contractor Safety Program Review meeting, Joint Safety Policy Meetings, Supervisory Safety Meetings and Toolbox Safety Meetings.

4) On-site Training:

a) List training that will be provided on site to employees.

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5) Supervisor Training:

a) See RSHS Section 1.03 and this specification for required

Supervisor training.

r. Occupational Health:

1) Procedures and Equipment to Minimize Hazards:

a) Include Procedures used to reduce employee exposures such as but not limited to noise, respiratory, dermal and environmental hazards.

b) Identify respirator user positions, tasks and operations with recognized respiratory hazards.

c) The plan shall address the types of respiratory protection for use during coating removal and applications for all coating work in permit required confined spaces. The plan shall also address the types of respiratory protection that will be available to the rescue personnel.

d) The plan shall address exposure to respirable silica associated with concrete work as follows:

i. Use of tight-fitting half-face air purifying respirators with P100 cartridges in the absence of an on-site exposure assessment.

e) The level of respiratory protection may only be diminished on the basis of an exposure assessment conducted by a Certified Industrial Hygienist (CIH) specific to each operation. The CIH must meet the requirements of Section 01 35 30 – Contractor’s On-site Safety Personnel.

f) Hearing Conservation:

i. Include a task- and site-specific hearing conservation plan.

ii. Identify the type of hearing protection and verify that workers are in a Hearing Conservation Program if required.

2) Testing Program for Employees and Work Environments:

a) Include items such as air monitoring, noise monitoring, wipe sampling, etc. as required.

3) Qualified Personnel:

a) Identify tasks or positions requiring qualified personnel and what those qualifications are (certifications, medical qualifications, licensing, etc.)

b) Do not list personnel by name in this section (PII).

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4) Personal Protective Equipment (PPE) and Clothing:

a) Include a detailed plan for each task that specifies which personal protective equipment shall be used for construction activities. At a minimum, hard hats, safety glasses, hard toe shoes and Class II high visibility vests are required on all BOR projects.

b) Include a detailed plan for each task that specifies which personal protective equipment shall be used for all construction activities (PPE Hazard Assessment).

c) Class II High Visibility Vests or the equivalent such as Class II Jackets shall be worn on all BOR construction projects by all personnel on site.

d) Class III High Visibility clothing shall be worn when working between sunset and sunrise (night). Class III clothing is required for head, arms, legs, torso and feet for employees working within highway right of way or near traffic or equipment. Night requirements begin one half hour before sunset and end one half hour after sunrise.

e) Head Protection and Foot Protection is required on all BOR construction projects by all personnel on site.

f) Safety glasses are required to be worn on all BOR projects, at all times, except when other types of eye protection are being utilized for a specific task which does not allow for the use of regular safety glasses (welding, cutting, etc.)

g) The employer must ensure that the PPE is verified by the manufacturer for the intended use and protection.

h) Provide appropriate PPE at no cost to the employees.

5) Ventilation Plans:

a) Include detailed plans with design calculations for ventilation in areas such as but not limited to confined spaces. This section may be contained in the confined space section if it is addressed only in confined spaces.

b) Approved by CIH in accordance with Section 01 35 30 – Contractor’s On-site Safety Personnel.

s. Machinery and Mechanical Equipment:

1) Procedures and Equipment to Minimize Hazards:

a) Include testing program for employees and work environments.

b) Include mobile and stationary equipment. Equipment that is leaking fluids or fails the initial inspection will be

01 35 20 - 11 required to be repaired immediately or removed from the site immediately.

c) Include in the program the requirement in of the RSHS.

d) All nonexempt, off-highway, wheel-type construction machines must be performance inspected and brake tested by the owner and/or contractor in the presence of a BOR representative: (a) prior to initial onsite operation; (b) at least once annually thereafter; and (c) whenever directed to do so by Reclamation.

e) Reference the types of equipment that the contractor intends to use on site and any pertinent requirement that the contractor must meet for inspection, testing, and maintenance of the equipment.

f) List the training and certification requirements that the contractor requires for specific types of equipment (cranes, forklifts, etc.).

2) Inspection Procedures:

a) See RSHS for requirements.

3) Maintenance Procedures:

a) See RSHS requirements.

4) Operating Personnel.

a) Include applicable licensing and certification requirements, DOT requirements, forklift operator certifications, etc.

5) Protective Safety Devices and Certifications.

a) Protective safety devices and current certifications are required for each type of equipment as listed by the RSHS, Operators Manual and OSHA. Inoperable safety devices will require that equipment is taken out of service until the devices are repaired.

i. This includes alarms, pressure relief valves, anti-two block devices, etc.

6) Elevators and Aerial Lifts.

a) Include types of equipment to be used. Identify if the equipment is powered by electric, diesel, propane or gas if to be used indoors or in closed in areas.

7) Crane, Hoisting and Rigging Safety:

a) Include operator and rigging safety, materials handling, signaling and communication procedures.

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b) All Operators, Riggers and Signalpersons shall be qualified in accordance with OSHA 1926 Subpart CC.

i. Crane Operators shall be certified by an accredited crane operator testing organization such as NCCCO or equivalent.

8) Excavations and Demolition.

a) Tunnels and Shafts:

i. Refer to and follow all applicable regulations…