9974140_Base_Seattle_Replace_PW_Main_Valves-SOW.pdf

TABLE OF CONTENTS

SECTION TITLE PAGE

DIVISION 01 - GENERAL REQUIREMENTS 1

01 10 00 - GENERAL PARAGRAPHS 1

01 33 00 – SUBMITTALS PROCEDURES 9

01 35 29 – HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES 15

01 35 43 – ENVIRONMENTAL PROCEDURES 26

DIVISION 02 – EXISTING CONDITIONS 31

02 41 19 – SELECTIVE DEMOLITION 31

DIVISION 31 - EARTHWORK 33

31 20 00 – TRENCHING, BACKFILL, AND ASPHALT PAVEMENT RESTORATION 33

31 23 19 – DEWATERING 38

DIVISION 33 - UTILITIES 43

33 10 00 - WATER UTILITIES 43

APPENDIX 59

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DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 - GENERAL PARAGRAPHS

PART 1 GENERAL

1.01 BASE SCOPE OF WORK: Provide all labor, materials, equipment, tools, appurtenances, transportation, supervision, and test services necessary to replace valves and backflow prevention assemblies at Base Seattle, Seattle, Washington State. The work includes, but is not limited to, the following:

A. Demolition Work

1) Remove and dispose existing 4-inch backflow preventer and associated piping in fire water vault (B-F-1) on Pier 37 as indicated on plan.

2) Remove and dispose existing 6-inch gate valve and associated fittings in an existing water manhole as indicated on plan.

3) Remove and dispose existing 6-inch and 8-inch gate valves, 8-inch check valve and associated fittings in an existing water manhole as indicated on plan.

4) Remove and dispose existing 4-inch gate and check valves to Pier 37 as indicated on plan.

5) Remove and dispose existing 4-inch reduced pressure zone assembly in potable water vault at head of Pier 37 as indicated on plan.

6) Remove and dispose existing 2-1/2-inch reduced pressure zone assembly in fire water vault (D-F-3) on Pier 37 as indicated on plan.

B. New Work

1) Provide new 4-inch outside screw and yoke (OS&Y) gate valves, 4-inch reduced pressure zone assembly and necessary components in the fire water vault (B-F-1) on the Pier 37.

2) Provide a new 6-inch OS&Y gate valve with valve support and associated fittings in the water manhole as indicated on the plan.

3) Provide new 6-inch and 8-inch OS&Y gate valves with valve

9974140 Page 2 supports, 8-inch tee fitting, and associated fittings in the water manhole as indicated on the plan.

4) Provide new 4-inch OS&Y gate valves and necessary components to the Pier 37.

5) Provide new 4-inch OS&Y gate valves, 4-inch reduced pressure zone assembly and necessary components at the head of Pier 37, in the potable water vault.

6) Provide new 2-1/2-inch water, oil, and gas (WOG) ball valves, 2-1/2-inch reduced pressure zone assembly and necessary components in the fire water vault (D-F-3) on the Pier 37.

7) Provide new 2-inch WOG ball valves at the inlet of existing reduced pressure zone assembly in the existing potable water vaults (C-P-1 to C-P-3 and D-P-1 to D-P-3), quantity 6.

8) Provide new 4-inch stainless steel ball valves and camlock quick disconnect fittings at sewer stations (C-S-1, C-S-2, C- S-3, and C-S-4), quantity 4 sets.

9) Contractor shall ensure that all wetted surface of each valve, pipe, fitting, and solder material/flux, which are in contact with potable water and fire water, shall contain less than

0.25 percent (%) of lead by weight (i.e. lead free).

10) Contractor shall provide all valves with freeze protection feature.

11) Provide backflow preventer testing after completion of installation of new backflow preventers and reduced pressure zone assemblies. Contractor shall provide and submit test reports to the Government.

12) Contractor shall include all permit fees, city’s inspection fees and complete necessary documents to the city for working at the fence line.

C. Construction Inspection Requirements: Construction inspection is the responsibility of the contractor. This responsibility, established by FAR 52.246-12, requires: The contractor shall maintain an adequate inspection system and perform such inspection as will ensure that the work performed under the contract conforms to contract requirements. The contractor shall maintain inspection and test records and make them available to the government. The government reserves the right to inspect and test any phase of the work at all reasonable times without relieving the contractor of any responsibility for contract compliance.

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1.02 OPTION BID ITEM #1: Provide all labor, materials, equipment, tools, appurtenances, transportation, supervision, traffic control, field investigation, and test services necessary to determine potable water cross connection location between existing 4-inch and 6-inch underground potable water pipes to Building 3.

A. Perform trenching, backfill, and asphalt pavement restoration as described on plan and specification section 32 20 00.

B. Perform water pipe connection using hot-tap method with necessary material and equipment as described in specification section 33 10 00.

C. Provide detectable warning tape for the new underground water piping as described in specification section 33 10 00.

D. Install a new outdoor; aboveground; vertical-mounted 4-inch double check valve assembly with gate valves and inlet strainer in Building 3 as indicated on plan. Provide minimum 5 feet height of concrete filled bollards with corrosion resistant paint on external surface of each bollard, quantity 4.

E. Remove an existing 4-inch check valve and install a new 4-inch gate valve as indicated on plan.

F. Contractor shall dispose contaminated soil in accordance with California Regulations, including 22 CCR 66261.24(a)(2) and other regulations as described in paragraphs 1.07H(b) and 1.13 of Section 01 35 29 and 1.08C of Section 01 35 43. Contractor shall provide and backfill fresh and clean soil in the disturbed areas.

For bidding purpose, assume twenty (20) cubic yard of contaminated soil to be disposed and backfill with fresh and clean soil in proposal.

G. Contractor shall provide traffic control plan along with traffic controller on site during construction.

1.03 OPTION BID ITEM #2: Provide all labor, materials, equipment, tools, appurtenances, transportation, supervision, field investigation, traffic control, and test services necessary to design and install a new indoor; aboveground; vertical-mounted 4-inch double check valve assembly, gate valves inlet strainer, piping, fittings, trenching, and hot-tap cross connections in gym area of Building 3 as indicated on plan. Contractor shall provide traffic control plan along with traffic controller on site during construction.

1.04 UNIT PRICE WORK: Unit Price Work will be done per the

Contracting Officer’s written authorization and, if authorized, 9974140 Page 4 will be paid for per the Contractor’s unit prices as indicated on the solicitation bid form. Unit Price Work includes work in addition to and/or deducted from that which is obligated by contract. Unit Price Work shall conform to the applicable requirements of the project specifications (including Division 1).

A. Provide 2-inch reduced pressure zone assembly in existing potable water vault on the Pier 37. Quantity 1.

B. Provide 2-1/2-inch reduced pressure zone assembly in existing fire water vault on the Pier 37. Quantity 1.

C. Dispose contaminated soil and backfill fresh and clean soil for one (1) cubic yard.

1.05 LOCATION: Project site is located at Base Seattle, Seattle, Washington State.

1.06 SITE INVESTIGATION: Investigate the site per FAR 52.236-3 to ascertain the general and local conditions which can affect the work or its cost. Access to the site will be available during normal working hours. Contact the Contracting Officer a minimum of three (3) business days in advance to arrange initial site access. For subsequent site visits contact Facility Engineer (FE) LCDR Neal Armstrong, at (206) 217-6452. After award, the Contractor shall perform site investigations against with design/reference drawings to verify the existing confined spaces, including existing vaults. Once identified the Contractor must take all necessary steps to comply with the Construction Confined Space Program as described in paragraph 1.11 of Section 01 35 29.

1.07 CONTRACTOR SECURITY REQUIREMENTS: For each affected Coast Guard facility, the Contractor shall provide a list of all on-site personnel, including sub-contractors (including second and third-tier subcontractors) and suppliers, to the Contracting Officer.

The contractor shall update this list when changes occur.

Contractor personnel not listed may be denied access to the Coast Guard facility. Contractor personnel will be restricted to designated working areas. Any personnel violating this policy may lose access to the Coast Guard facility. Contractor personnel shall have photo identification at all times while working on Coast Guard facilities.

Contractor and delivery personnel may be required to present personal photo identification to gain access to a Coast Guard installation. If identification does not indicate United States citizenship, Coast Guard Security may require proof of the legal right to work in the United States. Contractor and delivery personnel also may be subjected to an immigration status and

9974140 Page 5 outstanding criminal warrants check.

The Real ID Act of 2005 established minimum security standards for license issuance and production and prohibits Federal agencies from accepting, for certain purposes, driver's licenses and identification cards from states not meeting the Act's minimum standards. Anyone requiring access to a military facility under this contract, to include subcontractors, who holds a driver's license from any state without approved licenses will be required to provide identification other than that driver's license to gain access. It is the responsibility of the Contractor to ensure that their personnel have federally acceptable personal photo identification and comply with any other requirements for base access.

Contractors shall provide the Contracting Officer's Technical Representative with 24 hours of advance notice of every delivery to the site (e.g., concrete, lumber, parts, etc.) and provide the company name, delivery person, and phone number of the firm(s) making deliveries. All vehicle access to government property requires vehicle registration and proof of liability insurance.

Otherwise access to the Coast Guard facility may be denied.

Note: Base Seattle has a new venting process – Contractor must fill out a form and provide it two (2) days before accessing the site.

Base Seattle employs the RAPIDGate Program for site access privileges. The contractor is encouraged to attain RAPIDGate credentials for employees to provide quicker entry onto Coast Guard facilities. All costs for registration in the RAPIDGate Program will be at no additional cost to the Government.

RAPIDGate contact information 1-877-727-4342.

1.08 CONTINUITY OF FACILITIES OPERATION: Schedule work to minimize interference with the facilities normal operations. Notify the Contracting Officer and the site contact 3 business days in advance of any shutdowns.

A. Prior to either removing existing valves for potable water (PW) or fire water (FW) or installing new valves for PW/FW, the Contractor shall notify the Contracting Officer and the Unit Commanding Officer forty eight (48) hours (minimum) in advance before any services are interrupted.

B. Perform potable water main final tie-in shutdown during weekend (Saturday & Sunday) or off hours (6:00 PM – 10:00 PM) Monday through Friday unless otherwise approved by the Contracting Officer and the Unit Commanding Officer.

C. Perform all other on-site work, including deliveries, between the

9974140 Page 6 hours of 7:00 AM and 5:00 PM, Monday through Friday (Federal Holidays excluded), unless otherwise approved by the Contracting Officer and the Unit Commanding Officer.

1.09 NOTIFICATION OF START AND COMPLETION OF WORK: The Contractor shall notify the Contracting Officer in writing five (5) business days in advance of the date he intends to commence work, and five

(5) business days prior to the date that work will be ready for final inspection.

1.10 RECYCLING AND DISPOSAL OF REFUSE: Refuse, excess or waste materials resulting from construction operations shall become the property of the Contractor and shall be recycled and/or disposed of off Government property. All disposal shall be done in accordance with federal, state, and local laws and regulations.

A. Construction Waste Management: Develop and implement a Construction Waste Management Plan quantifying material diversion in order to recycle, reuse and/or salvage at least 80% by weight of construction, demolition and land clearing waste.

1.11 REGIONAL MATERIALS: The contractor shall make all attempts to maximize the procurement of materials within a 500 mile radius of the project site.

1.12 RECOVERED MATERIAL: The project specification is subject to Department of Transportation’s Procurement Preference Program for recovered materials (i.e. products cement and concrete) as set forth in Tidal Anacostia Model (TAM) chapter 1223. The project specification for the recovered materials shall comply with the applicable Environmental Protection Agency (EPA) procurement guidelines as implemented by TAM Chapter 1223.

1.13 SAFETY: During the execution of this contract, the Contractor shall conform to the rules and regulations as set forth by FAR 52.236-13 and OSHA Safety and Health Standards, 29 CFR Part 1926

- Safety and Health Regulations for Construction and the Washington Industrial Safety and Health Administration (WISHA) regulations. When the standards differ, the more restrictive standard shall apply. The contractor shall us excavation and trenching practices in accordance with 29 CFR 1926 Subpart P, such as barriers, temporary fencing, trench covers, etc. wherever work could cause injury to workers, visitors, Coast Guard personnel, or dependents. An Accident Prevention Plan shall be submitted in accordance with Section 01 35 29, paragraph 1.07.

1.14 TEMPORARY FACILITIES:

A. STORAGE: The location for exterior stock piling of materials is shown on the drawing. The Contractor shall be responsible for

9974140 Page 7 protecting materials stockpiled against weather, damage, theft, and other risks of loss. The Coast Guard assumes no responsibility for material or equipment left in the storage area.

B. SANITARY FACILITIES: Toilet facilities are available for Contractor use at the job site. The Contractor shall ensure the facilities remain clean.

C. WATER AND ELECTRICITY: Water and 120V electricity are available at no cost to the Contractor. Cost of these utility connections and disconnections shall be the responsibility of the Contractor.

Personnel using extension cords to bring power from another location to construction, maintenance, remodeling, etc., shall employ portable ground fault circuit interrupters (GFCI), even if connecting to building wiring.

D. TELEPHONE: No telephone service is available for contractor use.

1.15 EXISTING UTILITIES: Utility locations shown are approximate.

The Contractor shall field verify all utility locations before trenching. This shall include but not be limited to the use of sonic, electronic or magnetic detection devices, by noting pullbox and utility box locations at the surface, and by potholing. Contractor shall be responsible for repairing any utilities damaged during construction at no additional cost to the Government.

1.16 WASHINGTON STANDARD SPECIFICATIONS: Whenever the Washington State Department of Transportation (WSDOT) Standard Specifications are referenced, the following shall be understood:

A. The terms Commission or Department shall mean the U.S.

Government.

B. The terms Director, Executive Officer, or Engineer shall mean the Contracting Officer.

C. All references to measurement and payment are deleted.

1.17 DESIGN DRAWINGS: The work shall conform to the drawings listed below which form a part of these specifications.

Number Title

9974140C1 Maps, Scope, Legend, and Index 9974140C2 Water Utility Site Plan

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1.18 REFERENCES: These documents listed below are included for reference only. They are known not to accurately reflect all existing conditions and are not necessary plotted to the scales as shown. Field verify all necessary information.

A. U.S. Coast Guard Base Seattle Backflow Prevention Assembly Test Reports, 2017

B. Base Seattle’s Base Wide Topographical for Confined Space, 09/28/2017

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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01 33 00 – SUBMITTALS PROCEDURES

1.01 GENERAL

A. Forward all submittals, except as stated elsewhere, to the Contracting Officer on CD-ROM as indicated on the submittal register. Submittals shall be accompanied with the USCG furnished material submittal form in Microsoft Word Format.

Unless noted otherwise, all submittals shall be provided in an electronic image format. Provide these submittal images to the Contracting Officer, the Construction Manager, and the Contracting Officer's Representative (COR) simultaneously. If the electronic image is insufficient to ascertain submittal acceptability, the Contracting Officer may request a hard copy submittal. The Construction Manager will e-mail approval or disapproval of submittals, within 10 calendar days after receipt.

B. The Construction Manager will review all submittals for compliance with these specifications. Submittals shall have been approved by the Contracting Officer before any item is delivered to the job site.

C. Approval of submittals, and corrections or comments made during the review, do not relieve the Contractor from compliance with the requirements of the plans and specifications.

D. The schedule of submittals listed in the submittal register and in the individual sections are the submittals required for this contract. Unsolicited submittals may be returned to the Contractor without review.

1.02 CATALOG CUTS: Catalog cuts shall contain manufacturer's

description, specifications and sketches of the material and equipment provided. The catalog cut shall contain sufficient information which can be used to determine compliance with these specifications.

1.03 CERTIFICATES OF COMPLIANCE: Certificates of compliance shall be signed by an authorized officer of the manufacturing company furnishing the material which states that the material being furnished meets all requirements of these specifications and referenced specifications.

1.04 SAMPLES: Samples shall be submitted as described in the

referencing specification section.

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1.05 SHOP DRAWINGS: Drawings shall indicate layouts, dimensions, materials, and other information required to fully describe the items being installed. In addition to shop drawings for review, submit one reproducible bond paper, full size, set of as-built shop drawings at completion of contract work. If drawings are prepared using computer aided drafting, electronic files shall be compatible for use with AutoCAD 2017. Submit electronic files in addition to hard copy drawings.

1.06 STATEMENTS OF PROCEDURES: Job-specific detailed procedure statements for aspects of the project requiring special attention. The statements shall indicate all methods and materials to be used for proper execution of the work. The statements shall also indicate any limiting criteria and scheduling requirements.

1.07 STANDARD COMPLIANCE: When materials or equipment must conform to the standards of organizations such as the American Society for Testing and Materials (ASTM), and Underwriter's Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the label or listing will be acceptable evidence. In lieu of the label or listing, submit a certificate from an independent testing organization, which is competent to perform the test. The certificate shall state that the item has been tested in accordance with the specified organization's standard.

1.08 TEST RESULTS: Submit test results as described in the individual referencing specification section.

1.09 PERMITS AND CERTIFICATES: Submit applications and copies of all permits and certificates as described in the individual referencing specification section and listed in the Submittal Register.

1.10 HAZARDOUS MATERIAL IDENTIFICATION: Submit Safety Data Sheets (SDS) for any materials defined as hazardous under the most current revision of Federal Standard 313. One copy of each SDS shall be submitted to the Contracting Officer's Representative no later than the delivery date of the product. Two copies shall be submitted to the Construction Manager.

1.11 AS-BUILT DRAWINGS: Maintain at the job site one set of full size contract drawings marked in red to show any deviations which are found to exist or have been made from the contract drawings.

Upon completion of the work, deliver the marked set of prints to the Contracting Officer. Request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

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Maintain at the job site one set of full size contract drawings marked in red to show any deviations which are found to exist or have been made from the contract drawings. Upon completion of the work, update all of the contractor-produced design drawings to reflect all red-mark as-built changes on the site drawing set.

Furnish completed As-Built Drawings to the Contracting Officer via electronic versions in AutoCAD 2017 File format on CD-Rom.

Request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

1.12 OPERATION AND MAINTENANCE MANUAL: Furnish one hardcopy and one electronic file of the operation and maintenance manual as described in the submittal register. The hard copy manual shall be bound in a standard 8-1/2" x 11", 3 ring, loose leaf, hard cover binder. The manual shall have a general index and each section shall have a separate index tab. The manual's cover shall carry the following identification:

OPERATION AND MAINTENANCE MANUAL

System Identification: Replace Potable Water Main Valves at Base Seattle, PSN: 9974140 Station Name: Base Seattle Contract No. ________________________

The manual shall contain, as a minimum, the following:

1. The manufacturer and local representative's name, address, and telephone number.

2. Catalog sheets, model numbers, and other descriptive literature for each system component.

3. Instructions for installation, connection, start-up, operation, shut-down, trouble-shooting, maintenance, lubrication, overhaul, and safety precautions particular to the equipment being installed. Exploded or other detailed views of all components shall be included with complete parts list and ordering instructions.

One preliminary O&M manual shall be submitted as an electronic file on CD-ROM 21 days before the system is put into operation.

The Government will review and return the preliminary O&M manual by e-mail within 14 days of receipt. The O&M manual shall be revised and/or amended as required and the hard copy final manual shall be submitted to the Contracting Officer along with a final version in electronic format. Request for final payment will not be approved until the final O&M manuals are complete and approved.

1.13 BAR CHART PROGRESS SCHEDULE: Within 10 calendar days after

9974140 Page 12 award, submit a bar chart progress schedule. On-site work shall not begin until a bar chart schedule has been approved. The bar chart shall show the complete sequence of construction by activity (including acquisition of materials and equipment). The chart shall identify the construction start date, the completion date, and all workdays through the duration of the project. If the project requires various delivery dates, dates will be indicated for each of the required deliverable elements (i.e., housing unit or specific building). The bar chart shall also identify the cost for the various activities which shall be used as the basis for the Contractor's periodic request for payments.

Submission and approval of as-built drawings and O&M manuals shall each be separate line items (with associated costs) on the bar chart.

1.14 WARRANTY: The Contractor shall remedy any defect due to faulty material or workmanship and pay for any damage to other work resulting therefrom within a period of two (2) years from final acceptance. Further, the Contractor will furnish all manufacturers’ and supplier's written guarantees and warranties covering materials and equipment furnished under this Contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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CEU OAKLAND SUBMITTAL REGISTER

PSN:

9974140

CONTRACT NO.:

PROJECT TITLE AND LOCATION:

REPLACE POTABLE WATER MAIN VALVES AT BASE

SEATTLE, SEATTLE, WA

CONTRACTOR NAME:

Submittal Reference Location

DATE

REQUIRED

DATE

SUBMITTED ACTION DATE

NO. SPEC SECTION PARA. PAGE DESCRIPTION OF SUBMITTAL

Days after award APPROVED

APPROVED

AS NOTED DISAPPROVED

RESUBMITTAL

APPROVED REVIEWER

001 01 10 00 1.10A 6 CONSTRUCTION WASTE MANAGEMENT PLAN 30

002 01 33 00 1.11 10 AS-BUILT DRAWINGS 60

003 01 33 00 1.12 11 O&M MANUALS 60

004 01 33 00 1.13 11 BAR CHART PROGRESS SCHEDULE 30

01 33 00 31 20 00

1.14 1.05

WARRANTY

GUARANTEE FOR PAVED AREAS **

006 01 35 29 1.07A 20 SOLID WASTE DISPOSAL PERMIT 30

007 01 35 29 1.07B 21 HW MANIFESTS 30

008 01 35 29 1.07C 21 HM/HW HANDLING PLAN 30

009 01 35 29 1.07D 21 SAFETY DATA SHEETS 30

010 01 35 29 1.07E 21 ASBESTOS DOCUMENTATION 30

011 01 35 29 1.07F 21 LEAD SAMPLING CERTIFICATIONS 30

012 01 35 29 1.07G 21 LEAD AND ASBESTOS TEST RESULTS 30

013 01 35 29 1.07H 21 SPECIFIC WORK PLAN 30

014 01 35 29 1.07I 23 ACCIDENT PREVENTION PLAN (APP) 30

015 01 35 29 1.07J 23 MOBILE EQUIPMENT OPERATOR LIST 30

016 01 35 29 1.07L 24 WORKER PROTECTION PLAN 30

017 31 20 00 1.03A 34 TECHNICAL DATA OF ASPHLAT 30

018 31 20 00 1.03B 34 CERTIFICATE OF COMPLIANCE 30

019 31 20 00 1.03C 34

CATALOG CUTS FOR PAVEMENT MARKING

MATERIALS. INCLUDE MANUFACTURER’S

INSTRUCTIONS FOR INSTALLATION OF

PAINT AND BEAD

020 31 20 00 1.03D 34 TEST RESULTS FOR COMPACT TESTING *

021 31 23 19 1.05A 39 SHOP DRAWING AND METHODS ***

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022 31 23 19 1.05B 39

EROSION AND SEDIMENTATION CONTROL

PLAN 30

023 33 10 00 1.03C 44 BACKFLOW TESTER CERTIFICATE 30

024 33 10 00 1.03D 44

BACKFLOW PREVENTION TRAINING

CERTIFICATION 30

025 33 10 00 1.03G 45

HOT-TAP CONNECTION

INSTALLER/CONTRACTOR’S

QUALIFICATIONS

026 33 10 00 1.03H 45

WELDER QUALIFICATIONS AND

CERTIFICATIONS 30

027 33 10 00 1.05A 48

CATALOGUE DATA

• PIPE AND FITTINGS

• VALVES (GATE, SPECIALTIES,

BALL, CHECK)

• REDUCED PRESSURE ZONE ASSEMBLY

• DOUBLE CHECK VALVE ASSEMBLY

• DETECTABLE WARNING TAPE

• DISINFECTION CHLORINE MATERIALS

028 33 10 00 1.05B 49

HOT TAP CONNECTION PROCEDURES AND

PLANS 30

028 33 10 00 1.05C 49

BACKFLOW PREVENTER TESTING

PROCEDURES 30

029 33 10 00 1.05D 49 SHOP DRAWINGS 30

030 33 10 00 1.05E 49

TEST REPORTS

• FACTORY HYDROSTATIC TESTING

• BACKFLOW PREVENTER TEST REPORTS

• HYDROSTATIC PIPING PRESSURE

TEST REPORTS (FIELD TEST)

• DISINFECTION REPORTS

031 33 10 00 2.02B 51 SPARE PART: 2 WRENCHES **

*After completion of installation and testing, submit report to the Government.

**Within 5 business days after completion of construction and testing.

***20 business days before commencement of excavation.

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01 35 29 – HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES

1.01 SECTION INCLUDES: This section applies to steps taken by the contractor to comply with the health and safety requirements listed herein. The Contractor shall comply with all applicable federal, state, and local laws and regulations. The ultimate responsibility for identifying applicable requirements and protecting contractor employees or sub-contractors rests with the primary contractor.

1.02 APPLICABLE PUBLICATIONS: The publications listed below

form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI):

Z359 Series Fall Protection Code, Version 2 (Z359.0-2007, Z359.1-2007, Z359.2- 2007, Z359.3-2007, Z359.4-2007, Z359.6-2009, Z359.12-2009, Z359.13-2009, Z359.14-2012, and historical Z359.1-1992 (R1999)

B. ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATIONS:

16 CFR 1303 Ban of Lead-Containing Paint and Certain Consumer Products Bearing Lead-Containing Paint

40 CFR 61 National Emission Standards for Asbestos

40 CFR 204 Noise Abatement Program for Construction Equipment

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 302.4 Designation of Hazardous Substances

40 CFR 763 Asbestos Hazards and Emergency

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Response Act (AHERA)

C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 Standard for Safeguarding Construction, Alteration and Demolition Operations

D. U.S. Army Corps of Engineers (USACE):

EM 385-1-1 Safety and Health Requirements Manual

E. U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS:

29 CFR 1910.1001 Occupational Safety and Health Standard for Asbestos

29 CFR 1910.1025 Occupational Safety and Health Standard for Lead

29 CFR 1910.1030 Bloodborne Pathogens Standard

29 CFR 1910 Subpart F Power Platforms, Manlifts, and Vehicle-Mounted Work Platforms

29 CFR 1910.1200 Hazard Communication

29 CFR 1910.1200 Hazard Communication

29 CFR 1926.62 Lead

29 CFR 1926.106 Working Over or Near Water

29 CFR 1926.453 Lifts and Work Platforms for Construction

29 CFR 1926.651(g) Specific Excavation Requirements – Hazardous Atmospheres

29 CFR 1926.1101 Asbestos

29 CFR 1926.1153 Respirable Crystalline Silica

29 CFR 1926 Subpart K Electrical Safe Work Practices

29 CFR 1926 Subpart L Scaffolds

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29 CFR 1926 Subpart M Fall Protection

29 CFR 1926 Subpart P Excavations

29 CFR 1926 Subpart T Demolition

40 CFR 745 Subpart E Lead Renovation, Repair, and Painting Program

F. U. S. DEPARTMENT OF TRANSPORTATION REGULATIONS:

49 CFR 100-199 Hazardous Materials Transportation, Handling, and Storage Regulations

G. U. S. COAST GUARD COMMANDANT INSTRUCTIONS (COMDTINSTs):

COMDTINST M5100.47B U.S. Coast Guard Safety and Environmental Health Manual Chapter 12 – Asbestos Awareness Program

H. AMERICAN WATER WORKS ASSOCIATION (AWWA):

C651-2014 Standard For Disinfection of Water Mains

1.03 REFERENCE STATUTES: The statutes listed below form a

part of this specification to the extent referenced.

Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) (7 U.S.C. §§ 136 to 139y)

Noise Control Act (NCA) (42 U.S.C. §§ 4901 to 4918)

Solid Waste Disposal (42 U.S.C. §§ 6901 to 6991)

Residential Lead-Based Paint Exposure Reduction Act (15 U.S.C. §§ 2681 to 2692)

1.04 HAZARDOUS MATERIAL TESTING:

A. No tests have been conducted on the materials expected to be encountered during this work. The contractor shall comply with the requirements of this specification in the event any materials are encountered which may pose a potential health hazard.

B. Lead: After award, but prior to the start of work, the

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Contractor's Competent Person (CP) as defined in 29 CFR

1926.62 and applicable state laws shall conduct the required inspections, sampling, and testing of questionable materials at the locations where materials will be disturbed. Only the inspection results of the CP shall be used by the Contractor to establish the procedures and personnel protection required to comply with all applicable safety, health and environmental regulations. Results of these tests shall be submitted in accordance with paragraph 1.07. Should the contractor's competent person discover lead levels sufficiently different from those supplied by the government as to result in a greater or lower cost than anticipated in the bid process, a contract modification may be issued.

C. Asbestos: After award and prior to the start of work, the contractor shall have a person certified as an AHERA inspector in the state where the work is to be performed conduct required inspections, sampling, and testing of questionable materials at the locations where materials will be disturbed. If the materials (wallboard, mastic, joint compound, etc.) are not known to be asbestos free, the contractor shall test the materials using the negative assessment protocol found in 40 CFR Part 763, Asbestos Hazards and Emergency Response Act (AHERA).

Only the inspection results of the Contractor's AHERA inspector shall be used to establish the procedures and personnel protection required to comply with all applicable safety, health and environmental regulations.

The Contractor shall insure a laboratory within the state that the work is to occur analyzes all samples necessary to comply with the applicable state's requirement.

Results of these tests shall be submitted in accordance with paragraph 1.07. Should the contractor's AHERA inspector discover asbestos levels sufficiently different from those supplied by the government as to result in a greater or lower cost than anticipated in the bid process, a contract modification may be issued.

1.05 UNFORESEEN HAZARDOUS MATERIALS:

A. If, during the course of work, material is determined to be hazardous to human health upon disturbance during construction operations, stop that portion of work and notify the Contracting Officer immediately.

B. If asbestos is the hazard of concern, the materials shall

9974140 Page 19 be tested following the negative assessment protocol found in 40 CFR Part 763, Asbestos Hazards and Emergency Response Act (AHERA).

1.06 DEFINITIONS

A. Sediment: Soil and other debris that has been eroded and transported by runoff water.

B. Solid Waste: Rubbish, debris and other discarded solid materials resulting from industrial, commercial, and agricultural operations, and from community activities.

Solid waste may also include non-sewage liquids.

C. Rubbish: A variety of combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal, lumber, cans, and bones.

D. Debris: Includes combustible and noncombustible wastes, such as ashes, waste materials that result from construction or maintenance and repair work, leaves, and tree trimmings.

E. Chemical Wastes: Includes salts, acids, alkalies, herbicides, pesticides, and organic chemicals.

F. Sanitary Wastes:

1) Sewage: Wastes characterized as domestic sanitary sewage.

2) Garbage: Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

G. Asbestos and Asbestos Containing Materials: Asbestos means actinolite, amosite, antophyllite, chrysotile, crocidolite, and tremolite. Asbestos material means asbestos or any material containing asbestos such as asbestos waste, scrap, debris bags, containers, equipment, and asbestos-contaminated clothing consigned for disposal. Friable asbestos material means any material that contains more than one percent asbestos by weight and that can be crumbled, pulverized, or reduced to powder, when dry, by hand pressure.

H. Oily Waste: Includes petroleum products and bituminous materials.

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I. PCB (Polychlorinated Biphenyls): Toxic and non-biodegradable materials used extensively under trade names, such as Pyranol or Askarel, as insulating cooling fluids in capacitors and transformers.

J. Hazardous Material (HM): Chemicals defined by OSHA 29 CFR 1910.1200 and under the U.S. Department of Transportation (DOT) regulations (Title 49 CFR Parts 100 through 199) which are determined by the Secretary of Transportation to present risks to safety, health, and property during transportation. The DOT regulations include requirements for shipping papers, package marking, labeling, transport vehicle placarding, and training of personnel handling hazardous materials.

K. Hazardous Substance: Substances defined under the Clean Water Act and CERCLA as chemicals which are harmful to aquatic life or the environment and are regulated, if spilled or otherwise released to the environment. The EPA has designated "reportable quantities" for each hazardous substance (Table 40 CFR 302.4) under CERCLA.

If an amount equal to or greater than the reportable quantity of a hazardous substance is released to the environment, that spill must be reported.

L. Hazardous Waste (HW): Substances which are hazardous and have been discarded are regulated as hazardous waste under RCRA or State Health and Safety Codes and their implementing regulations. A waste is hazardous if it meets certain levels of reactivity, ignitability, corrosivity, or toxicity, or is otherwise listed as a hazardous waste in Title 40 CFR Part 261 or in the respective State Health and Safety Code or Code of Regulations.

M. Lead Containing Paint: Paint or other similar surface coating material containing lead or lead compounds and in which the lead content is in excess of 0.06% by weight of the total nonvolatile content of the paint or the weight of the dried paint film. Abatement of paint containing even trace amounts of lead must meet the requirements of Federal and State laws for protection of employees (e.g., 29 CFR 1926.62 and 40 CFR 745 Subpart E).

1.07 SUBMITTALS: Submit the following in accordance with

Section 01 33 00, "Submittal Procedures":

A. Solid Waste Disposal Permit: Upon disposal, provide

9974140 Page 21 copies of the acceptance receipts for the material, from the disposal site.

B. HW Manifests: Upon disposal of hazardous waste, submit a copy of the completed manifests within 5 calendar days of delivery of the wastes to the EPA approved treatment, storage and disposal facility.

C. HM/HW Handling Plan: Comply with all local, state, and federal laws and regulations when handling hazardous materials and disposing of and handling hazardous and other wastes. The Contractor shall have a compliance program outlining how the contractor handles and disposes of hazardous materials, petroleum products, hazardous substances, and hazardous waste. The program shall include, but is not limited to, the following elements as appropriate: a general storage site plan, methods used to analyze whether generated material (blasting debris, paint waste, etc.) is hazardous, any hazardous waste licenses and permits, air district permits, and the identification of hazardous waste and material transportation and disposal contractors. The Coast Guard has the right to require removal from the contract performance of any subcontractor who fails to comply with these laws and regulations or who fails to provide appropriate evidence of compliance with them.

D. Safety Data Sheets (SDS's): Copies of all SDS's for all hazardous materials (including petroleum products) shall be submitted along with a listing of quantities of these hazardous materials proposed to be stored on site.

E. Asbestos Documentation: Copies of all notifications and documentation required by 29 CFR 1926.1101 and 40 CFR 61.

F. Lead Sampling Certifications: If lead sampling is accomplished under this contract, provide EPA certificates for personnel evaluating the material (lead risk assessors) and certifications of laboratories performing analytical tests for lead.

G. Lead and Asbestos Test Results: Submit full copies of all lead and asbestos sampling and analysis results.

H. Specific work plans are required for the following

1) Lead:

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(a) Lead-Based Paint: The contractor shall comply with all applicable local, state, and Federal laws and regulations regarding lead-based or lead-containing paint when engaging in lead-based paint activities or when addressing lead-based paint hazards.

Compliance with all such laws and regulations shall be indicated in the HM/HW Abatement Plan. Whenever this contract provides more than one standard for regulating lead-based paint, the contractor shall comply with the most restrictive law or regulation.

Applicable laws or regulations include, but are not limited to, 16 CFR §1303, Ban of Lead-Containing Paint; 29 CFR 1910.1025, Occupational Safety and Health Standards for General Industry; 29 CFR 1926.62, Lead Exposure in Construction; 40 CFR Part 745, Subpart E, rule for Lead Based Paint Renovation, Repair, and Painting; 15 U.S.C. §2601,

et. Seq.; and the Residential Lead-Based Paint Exposure Reduction Act. Contractors who perform lead-based paint renovations shall be employees of an EPA Certified Firm, EPA Certified Renovators, employ properly trained and certified workers and supervisors, and use lead-safe work practices.

Lead-safe work practices include but are not limited to work area containment; prohibition of open-flame burning; the use of power tools with HEPA exhaust control; and thorough clean up followed by verification or clearance of renovated areas.

(b) Lead-Contaminated Material Abatement: The Contractor shall not release lead or lead-contaminated materials into the environment. The Contractor shall not dispose of lead or lead-contaminated materials except in accordance with hazardous waste laws. When handling and storing lead-contaminated materials, the Contractor shall be responsible for compliance with 42 U.S.C. §§ 9601-9675, 42 U.S.C. §§ 6901-6991, and all other applicable Federal, state, and local environmental laws and regulations.

(c) Painting Over Lead Based Paint: If it is intended that the contractor is to paint over lead-based paint, prepare surfaces in accordance with the HM/HW abatement plan. Record the exact, detailed locations where the lead-based paint was removed or

9974140 Page 23 had new paint applied over it. Provide copies of these records to the Contracting Officer and the Unit. These records must be included in the Unit's building operation and maintenance plan to prevent lead exposure during future work and to disclose the presence of lead in the paint if the Coast Guard sells the property.

2) Asbestos: In no case, will any asbestos be cut or otherwise treated without compliance with the Coast Guard Asbestos Awareness Program (COMDTINST M5100.47B, Chapter 12). In addition to COMDTINST M5100.47B, any asbestos abatement operations must comply with all Federal, state and local laws and regulations including 29 CFR 1910.1001 and 40 CFR §61.150;

National Emission Standards for Asbestos. Provide all notices to the EPA as required by 40 CFR §61.145 prior to commencing asbestos removal work. Whenever this contract provides more than one standard for asbestos abatement, the contractor must comply with the most restrictive law or regulation. The Contractor will provide forty-eight hours written notice to the Contracting Officer before commencing any asbestos work. Should there be any question as to the existence of asbestos in any material which may be disturbed, it must be treated as if it were asbestos until positively identified. If any asbestos remediation is conducted by the Contractors and/or subcontractors, the Contractors shall ensure that the affected areas are thoroughly cleaned after all remediation has been completed and that sampling is conducted to verify cleaning and the sample results should be submitted to the Contracting Officer. The Contractor shall have proper asbestos license, certification and/or classification prior to performing asbestos work

I. ACCIDENT PREVENTION: Submit a copy of your “Accident Prevention” or “Injury and Illness Prevention” Plan as required under the submittal register. The work plan shall address the specific hazards on the job-site including Fire Prevention and Hot Work authorization per NFPA 241, Chapter 5.1. EM 385-1-1 Appendix A illustrates typical content for the Accident Prevention Plan (APP).

Contractor shall post the company OSHA 300A in a conspicuous location.

J. MOBILE EQUIPMENT OPERATOR LIST: A list of qualified

9974140 Page 24 operators for all mobile equipment that will be brought onto the job site with employee name(s), qualifications and specific equipment to be operated shall be provided to the Contracting Officer prior to equipment operation.

(This includes forklifts, cranes, motorized lifting device, etc.)

K. TRENCHING AND SHORING: All excavation work shall meet 29 CFR 1926 Subpart P, OSHA standard "Excavation, Trenching, and Shoring." The contractor’s competent person shall evaluate the work operations and soil type and determine the appropriate protective measures necessary to protect personnel in trenches, as required by 29 CFR 1926-Subpart P-Excavations. The excavation support system shall be designed and constructed by personnel experienced and knowledgeable of code requirements and familiar with the hazards involved. The excavation shoring or bracing system shall be inspected daily and after a rainstorm, or other hazard.

L. WORKER PROTECTION PLAN: Contractor shall submit a worker protection plan against sewage material ensuring that it meets 29 CFR 1910.1030 Blood Borne Pathogen.

1.08 DUST CONTROL: Keep dust down at all times, including

non-working hours, weekends, and holidays. Sprinkle or treat with dust suppressors, the soil at the site, haul roads, and other areas disturbed by operations. No dry power brooming is permitted. Instead, use vacuuming, wet mopping, wet sweeping, or wet power brooming. Air blowing is permitted only for cleaning nonparticulate debris, such as steel reinforcing bars. No sandblasting is permitted unless dust is confined. Only wet cutting of concrete blocks, concrete, and asphalt is permitted.

No unnecessary shaking of bags is permitted where bagged cement, concrete mortar, and plaster is used.

1.09 NOISE: Make the maximum use of "low-noise-emission

products" as certified by EPA and described at 40 CFR Part 204. No blasting or use of explosives is permitted.

Comply with applicable portions of the Noise Control Act (NCA). The Contractor is responsible for complying with all other federal, state, and local noise control laws and regulations.

1.10 PIPE DISINFECTION: Disinfect any domestic water pipe

prior to use. Fill new pipe with chlorine so the free available chlorine (FAC) level is no less than 50 ppm

9974140 Page 25 throughout. Verify by sampling the water. Let stand for 24 hours and sample. The sample taken after 24 hours shall show a FAC level of no less than 25 ppm. If the FAC level is less than 25 ppm, re-chlorinate to a FAC level of no less than 50 ppm and repeat the above procedures. If the FAC is 25 ppm or greater, flush pipes with domestic water until the chlorine residual is between 0.2 ppm to 0.5 ppm, or meets potable water standards as established by EPA. Sample and test using a certified testing laboratory. A minimum of two consecutive water samples taken no less than 24 hours apart shall be certified free of bacteria before water pipes can be used.

1.11 ELECTRICAL WORK: All electrical work shall comply with

electrical safety-related work practices, wiring methods and protection, maintenance and environmental considerations in 29 CFR 1926 Subpart K.

1.12 WORKING OVER OR NEAR WATER: When working over or near

water, comply with 29 CFR 1926.106.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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01 35 43 – ENVIRONMENTAL PROCEDURES

1.01 SECTION INCLUDES: This section applies to all necessary

steps taken by the contractor to comply with the environmental protection requirements listed herein.

1.02 APPLICABLE PUBLICATIONS: The publications listed below

form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

A. ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATIONS:

40 CFR 122 National Pollution Discharge Elimination System

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 263 Standards Applicable to Transporters of Hazardous Waste

40 CFR 761 Polychlorinated Biphenyls (PCB) Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions

B. U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS:

29 CFR 1910.120 Hazardous Waste Operations

C. U. S. DEPARTMENT OF TRANSPORTATION REGULATIONS:

49 CFR 100-199 Hazardous Materials Transportation, Handling, and Storage Regulations

1.03 REFERENCE STATUTES: The statutes listed below form a

part of this specification to the extent referenced.

Clean Air Act (CAA) (42 U.S.C. §§ 7401 to 7642)

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Clean Water Act (33 U.S.C. §§ 1251 to 1387)

Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) (42 U.S.C. §§ 9601 to 9675)

Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) (7 U.S.C. §§ 136 to 139y)

Federal Water Pollution Control Act (CWA) (33 U.S.C. §§ 1251)

Toxic Substance Control Act (TSCA) (15 U.S.C. §§ 2601 to 2654)

Resource Conservation and Recovery Act (RCRA) (42 U.S.C.

§§ 6901 to 6991i)

1.04 ENVIRONMENTAL PROTECTION REQUIREMENTS: Provide and

maintain environmental protection during the life of the Contract to control pollution or to correct conditions that develop during construction. Comply with all Federal, State, and local laws and regulations pertaining to water, air, soil, and noise pollution.

1.05 PROTECTION OF NATURAL RESOURCES

A. Preserve the natural resources within the project boundaries and outside the limits of permanent work performed under this Contract in their existing condition or restore to an equivalent or improved condition upon completion of the work. Repair or restore to original condition all trees or other landscape features scarred or damaged by equipment or operations. Obtain Contracting Officer's approval before repair or restoration. Confine construction activities to areas defined by the work schedule, drawings, and specifications. Federal Acquisition Regulation clause 52.236-9 applies.

B. Except in areas indicated to be cleared, do not remove, cut, deface, injure, or destroy trees or shrubs without special written permission from the Contracting Officer.

Protect existing trees which may be damaged by construction operations.

C. Construction equipment is to be kept in good repair, without leaks of hydraulic or lubricating fluids. If such leaks or drips do occur, they shall be cleaned up

9974140 Page 28 immediately. Drip pans shall be utilized when vehicles are parked. Confine equipment maintenance and/or repair to one location. Control runoff in this area to prevent contamination of soils and water.

D. At or before Contract completion, obliterate all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, and all other vestiges of…