9988694_Att_1_-_Replace_Piping_LGH_Housing_MOQs_-_Specifications_3-19-18.pdf

Civil Engineering Unit Juneau, Alaska

Specifications for

REPLACE PIPING

LOWER GOVERNMENT HILL HOUSING

MOQS

Kodiak, Alaska

Project No: 9988694

DIVISION 01 GENERAL CONDITIONS

00 10 12 SPECIAL CONDITIONS

01 00 00 SUMMARY OF WORK

01 01 10 STANDARD REQUIREMENTS FOR CONSTRUCTION PROJECTS

01 04 50 CUTTING AND PATCHING

01 11 00 OCCUPATIONAL SAFETY & HEALTH

01 12 00 ENVIRONMENTAL PROTECTION

01 21 00 PRECONSTRUCTION CONFERENCE

01 30 00 SUBMITTALS

01 31 20 PROGRESS & PAYMENT SCHEDULE

01 40 00 QUALITY CONTROL

01 50 00 UTILITIES, SERVICES & TEMPORARY FACILITIES

01 70 00 CLOSEOUT

01 74 00 WARRANTY

01 78 10 O & M DOCUMENTATION

DIVISION 02 SITE CONSTRUCTION

02 40 00 DEMOLITION AND REMOVAL

02 80 60 REMOVE EXISTING ASPHALT SURFACING

02 82 00 ASBESTOS REMEDIATION

02 83 33 REMOVAL AND DISPOSAL OF MATERIAL CONTAINING LEAD

DIVISION 03 CONCRETE

03 30 00 CAST IN PLACE CONCRETE (MISCELLANEOUS)

DIVISION 09 FINISHES

09 90 10 PAVEMENT MARKINGS

DIVISION 22 PLUMBING

22 05 00 COMMON WORK RESULTING FROM PLUMBING

22 05 23 GENERAL DUTY VALVES PLUMBING

22 05 29 HANGERS & SUPPORTS PLUMBING PIPING AND EQUIPMENT

22 07 00 PLUMBING PIPING INSULATION

22 08 00 PLUMBING PIPING IDENTIFICATION

22 11 16 DOMESTIC WATER PIPING

DIVISION 31 EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTHWORK AND TRENCHING

31 23 19 DEWATERING

31 50 00 EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 EXTERIOR IMPROVEMENTS

32 10 20 TACK COAT

32 10 40 BASE COURSE

32 10 60 ASPHALTIC CEMENT PAVEMENT

32 31 13 CHAIN LINK FENCES AND GATES

32 90 10 SOIL PREPARATION - GEOTEXTILE

32 92 23 SODDING

DIVISION 33 UTILITIES

33 10 10 FACILITY WATER DISTRIBUTION PIPING

33 30 10 FACILITY SANITARY SEWER

33 30 20 SANITARY SEWER PIPE CONNECTIONS & EXTENSIONS

END OF SECTION

U.S Coast Guard Project No. 9988694 CEU Juneau – Base Kodiak SPECIAL CONDITIONS REPLACE PIPING LGH HOUSING MOQS Page 00 10 12 - 1

SECTION 00 10 12

SPECIAL CONDITIONS

PART 1 GENERAL

1.1 GENERAL:

A. SITE VISIT. Site visits must be requested at least 1 week in advance. To schedule a site visit contact the COR.

B. USE OF GOVERNMENT EQUIPMENT: Not allowed.

1.2 BASE ACCESS. This project is in an area that requires transit past the Main

Gate.

A. GENERAL: Personnel shall not stray from the immediate area of work. Cell phone use is not permitted while driving anywhere on Base Kodiak.

B. RAPIDGATE: The only long-term credential available for entry past the Base Kodiak Main Gate is a Base Kodiak RAPIDGate credential. Federal transportation worker identification cards, TWIC, and retired military identification cards of a Contractor’s employees will not be accepted for Contractor access.

1) Information: Information about the Rapid Gate process can be obtained at http://www.rapidgate.com or by calling 1- 877-RAPIDGate (1-877-727- 4342).

2) Timing: Enrollment of employees needing entry onto the base may takes several weeks and normal processing time can be expected to take as long as 6 weeks. The Contractor is required to enroll their Company before applications can be accepted to credential any employees. There are fees for both the Contractor and employees. The costs of obtaining credentials shall be solely born by the Contractor. Failure to obtain base access will not be accepted as a reason for non performance.

3) Other pass options: The only other pass valid for access for the vendor and contractor population is a 1-day pass. Companies that choose not to participate in the RAPIDGate Program will require an escort or a one-day pass for installation access. One day passes are limited to 3 passes in 45 days without being enrolled in the RAPIDGate program.

C. IDENTIFICATION: All personnel shall carry proper identification (ID) when on any portion of Base Kodiak. Proper ID is defined as either the individual's driver's license, state or federal picture ID or Passport. The identification must be laminated, show a facial picture of the individual, and be in compliance with the REAL ID Act.

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1.3 HOUSING WORK:

This project will take place in a residential neighborhood. Housing units will be occupied throughout the contract period. Children are likely to be nearby at all times. The contractor shall take all precautions necessary to protect them from the work and shall respect the occupants’ rights at all times. Loud music will not be permitted. The Coast Guard may ask that a worker be removed from the site if they are overly disruptive or use inappropriate language.

1.4 SCHEDULING OF MOQ CONSTRUCTION

Due to the arrangement of utility connections and impact to residents, the U.S.

Coast Guard expects to release Married Officer Quarters as shown in the following groupings. If possible, the USCG will release multiple groupings simultaneously.

MOQs D, E, F & G (111, 109, 107 Polaris Ave & 106 Eldred Rock Way) MOQs H, I & J (110 Albatross Ave. 202 & 204 Lighthouse Ave.)

MOQs K, N & O (203 Lighthouse Ave, 201 & 203 Albatross Ave.)

MOQs S, T & X (206 & 208 albatross Ave and 209 Lighthouse Ave.)

MOQs U, V & W (210 & 212 albatross Ave and 211 Lighthouse Ave.)

(Option 2, if awarded.)

MOQs FF, HH, MM & NN (100 Intrepid Ct, 101 Invincible Ct, and 102 &

100 Albatross Ave.) (FF, MM & NN are Option1, if awarded.)

1.5 HANDLING OF MATERIALS: The contractor shall manage storage of materials and daily construction waste in a manner that will minimize disturbance to Coast Guard residents and personnel. Such materials shall be confined to designated lay-down areas or locations where the work is being performed. The Contractor shall maintain a clean work site at all times. The Contractor shall also perform a final clean up of all areas of the building affected by this work, upon completion.

1.6 TEMPORARY SERVICES

A. UTILITIES: Power will remain on and available to the contractor in the unoccupied units during renovation.

B. REFUSE: Contractor is responsible for managing all refuse (collection, storage, disposal, etc.). Site space is very limited. Do not block residential parking or access to homes of occupied units.

1.7 EXISTING UTILITIES AND OUTAGES: Additional Requirements Applicable to Occupied Family Housing Units: The Contractor shall provide temporary services during planned water and sewer outages as follows:

A. Provide portable toilet facilities for all sewage outages greater than 4 hours. Provide one portable toilet for each impacted family housing unit.

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The Contractor shall ensure portable toilets are clean and have adequate furnishings (toilet paper and hand sanitizer) and are emptied regularly to maintain sanitary conditions.

B. Provide bottled potable water for each housing unit during all water outages exceeding 4 hours in duration. A minimum of 4 gallons per 4 hour increment of outage time shall be provided per housing unit impacted.

1.8 GOVERNMENT FURNISHED MATERIALS. Some piping materials purchased under a previous project intended for this work are available for the contractor’s use if desired. The Government will provide a list of these materials as an attachment to the solicitation. Prospective bidders may view the materials during the site visit prior to bidding. It is the Contractor’s responsibility to verify quantities, types and sizes, ensure that the materials are in good condition, are free from defects, are suitable for the work and meet the specifications for use on this project.

***END OF SECTION***

CEU Juneau – Base Kodiak SUMMARY OF WORK REPLACE PIPING LGH HOUSING MOQS Page 01 00 00 - 1

SECTION 01 00 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 GENERAL: The work under this contract includes furnishing all labor, equipment, supervision, transportation, permits, materials and other resources required for the fulfillment of the contract in strict accordance with the Contract Documents. The work shall be complete.

A. Work shall be executed in strict accordance with the best practice of the trades in a thorough, substantial, workman like manner by competent workers.

B. Work includes all documentation, as-builts, final inspection and warranty as specified.

C. The final completion and acceptance of all work will be established by a written notice of acceptance issued by the Contracting Officer (KO). No changes, deviations, or waivers shall be effective without a modification of the contract executed by the KO authorizing such changes, deviations, or waivers.

D. Correspondence Identification: All correspondence and data submitted by the Contractor under this contract shall reference the Contract Number and Project Name.

E. Where exact locations are not given for the positioning of equipment, devices, and work, they shall be positioned to permit easy access for maintenance and for removal and replacement of component parts. The Contractor is responsible for the coordination and proper relation of the work with the existing surroundings.

F. Schedule work to minimize interference with normal operations and residents’ activities.

Before any of the work is initiated, the Contractor shall confer with the KO or their authorized representative(s), typically at the Preconstruction Conference (PRECON), and agree on: a sequence of work, means of access to premises, laydown space for materials and equipment, delivery of materials and use of approaches, means of communications, and the extent of protective measures required for existing adjacent occupied areas.

G. The Contractor may be required to provide shop drawings, procedures, or plans certified by an appropriately registered State of Alaska Professional Engineer, or other Certificated Professionals employed or retained by the Contractor. The requirement for a professional shall not be construed to imply that normal work requires professional engineering certification. However, the possibility exists that technical specialties, unforeseen events or unexpected site conditions will require submittals or modifications to the completed designs that will require proof of licensing (i.e. an Engineer’s stamp.) When such conditions do occur, the contractor shall provide proof for the appropriate discipline.

Unless specified otherwise, certifications shall be Alaskan.

1.2 BASIC SCOPE OF WORK COVERED BY CONTRACT DOCUMENTS

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A. The purpose of this project is to replace aging and failing utility piping within the Lower

Government Hill (LGH) family housing MOQ building areas of BASE KODIAK, mitigate risk of material induced domestic water quality problems, and provide uniform configurations of utility piping for ease of maintenance. Scheduling of this work requires close coordination with the COR and the BASE KODIAK Housing Office. Housing units affected are listed in Table 1. MOQs, below.

B. The Contractor shall verify whether piping and structures depicted on site plans exist as indicated, and shall provide accurate survey data on piping, valve and utility structure locations, elevations, and connecting inverts as installed during this project on the ”as-built’ drawings.

TABLE 1. MOQs

1.2.1 INTERIOR. Facility Water. Replace domestic cold water piping at entrance to the crawlspace up and including the isolation shut off valve within the crawlspace. No galvanized or steel valves allowed. All valves must be certified lead free for domestic water use.

1.2.2 EXTERIOR

A. Sewer Main. Remove and replace sewer main crossing Albatross Ave linking discharge from MOQs O & N to MOQ K and replace with HDPE pipe. Utilize existing manhole in Albatross Ave.

B. Facility Sewer Laterals. Remove exterior sanitary sewer service lines and laterals and replace with HDPE pipe. Connect to the existing sewer main for the MOQs.

C. Exterior Facility Water. Use HDPE pipe to replace exterior water service connections and join to the existing water mains for units listed in Table 1. Install a cut-off valve with

BASIC

Item Unit Designation Unit Address Item Unit Designation Unit Address 1 MOQ ‘D’ 107 Polaris Ave 8 MOQ ‘K’ 203 Lighthouse Ave 2 MOQ ‘E’ 109 Polaris Ave 9 MOQ ‘N’ 203 Albatross Ave 3 MOQ ‘F’ 111 Polaris Ave 10 MOQ ‘O’ 201 Albatross Ave 4 MOQ ‘G’ 106 Eldred Rock Ct 11 MOQ ‘S’ 206 Albatross Ave 5 MOQ ‘H’ 110 Albatross Ave 12 MOQ ‘T’ 208 Albatross Ave 6 MOQ ‘I’ 202 Lighthouse Ave 13 MOQ ‘X’ 209 Lighthouse Ave 7 MOQ ‘J’ 204 Lighthouse Ave 14 MOQ ‘HH’ 101 Invincible Ct

OPTION 1 OPTION 2

Item Unit Designation Unit Address Item Unit Designation Unit Address 1 MOQ ‘FF’ 100 Intrepid Court 1 MOQ ‘U’ 210 Albatross Ave 2 MOQ ‘MM’ 102 Albatross Ave 2 MOQ ‘V’ 212 Albatross Ave 3 MOQ ‘NN’ 100 Albatross Ave 3 MOQ ‘W’ 211 Lighthouse Ave

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C. Restore site surface features. The Contractor shall restore disturbed site surface features including fencing, roadways, sidewalks, curbs & gutters, and landscaping to as-is condition.

D. The work includes any associated incidental tasks and services to provide fully functional and compliant facility sewer and potable water systems, including, but not limited to, any incidental surveying, cutting, trenching, excavating and asphalt concrete cutting and repaving, pavement striping, curb and gutter cutting and replacement, chain link fence removal and replacement, sidewalk cutting and replacement and shed and deck relocation.

1.2.3 Excavation. The Contractor shall return the final finished surface of all excavations to original or better conditions. Soil preparation includes, but is not limited to; excavating, trenching, properly placing and compacting subgrade, subbase, base, bedding, backfill materials.

1.2.4 HAZARDOUS MATERIALS

A. Asbestos. The Contractor shall safely abate and lawfully disposition of any asbestos cement pipe encountered in the course of the Work.

B. Lead. The Contractor shall safely abate and lawfully dispose of any lead, lead caulking, or other lead material encountered in the course of the work.

1.3 SCOPE OF WORK FOR CONTRACT OPTIONS IF EXERCISED. The Contractor shall complete all of the work items included in the basic scope, described in sections 1.2, 1.2.1,

1.2.2 A-D, 1.2.3 and 1.2.4 above, for the additional housing units identified in table 1 above and in paragraphs A and B below.

A. Option 1. This option adds duplex MOQs FF, MM and NN and shall be completed in conjunction with MOQ HH if the option is exercised.

B. Option 2. This option adds single family MOQs U, V, and W.

1.4 WORK SITE: The work site is in the Lower Government Hill residential area located within the boundary of U.S. Coast Guard Base Kodiak in the Borough of Kodiak, Alaska.

1.5 DEFINITIONS APPLICABLE TO TECHNICAL SPECIFICATIONS. The following words have the meaning defined in the Technical Portions of the WORK:

Furnish - means to supply and deliver to the site, to unload and unpack ready for assembly, installation, testing, and start-up.

Indicated - is a word used to direct the CONTRACTOR to information contained on the

REPLACE PIPING LGH HOUSING MOQS Page 01 00 00 - 4

Indicated - is a word used to direct the CONTRACTOR to information contained on the drawings or in the Specifications. Terms such as "shown," "noted," "scheduled," and "specified" also may be used to assist in locating information but no limitation of location is implied or intended.

Install - defines operations at the site including assembly, erection, placing, anchoring, applying, shaping to dimension, finishing, curing, protecting, and cleaning, ready for the OWNER's use.

Installer - a person or firm engaged by the CONTRACTOR or its subcontract or any subcontractor for the performance of installation, erection, or application work at the site.

Installers must be expert in the operations they are engaged to perform.

Provide - is defined as furnish and install, ready for the intended use.

PART 2 - PRODUCTS

A. General. The Contractor shall only incorporate new products into the work unless specifically authorized otherwise on the project drawings or specifications.

B. Historical Documentation. The USCG provides the following four (4ea) drawings sheets as historical presentations of individual sewer profiles. The USCG does not warranty the accuracy of the historical data presented. Reliance on any data contained in the drawings is at the contractor’s sole discretion and is the contractor’s sole responsibility.

33J4118F23C03_MOQ H- I-J_ Sewer Profile.pdf, 33J4118F423C04_MOQ D-E-F_ Sewer Profile.pdf, Q23727C18 MOQ G-J_ Sewer Profile_1974.pdf, and

Q24072004 MOQ FF-NN_ Sewer Profile 1951.pdf.

PART 3 - EXECUTION

A. General. Buildings will remain occupied during the course of this project. The Contractor shall not receive unrestricted access to all units at one time for the duration of the project. For access scheduling see SECTION 00 10 12 SPECIAL CONDITIONS.

For exterior utility work the Contractor is subject to the advance notice requirement to interrupt services called out in the specifications.

B. Accessibility. This Work requires a high level of communication, coordination and cooperation between the Contractor the USCG Contracting Officer’s Representative and the Base housing Office Representative in order to maximize the time available for the Work and minimize the disruption to occupants.

1. Unit Access. The USCG envisions that the Base Housing Authority will allow

REPLACE PIPING LGH HOUSING MOQS Page 01 00 00 - 5 access to the MOQ housing unit after 72-hour notice and with close coordination between the Contractor, COR, and Base Housing Authority to give ample notice to residents for entry and moving items to access the crawlspaces.

2. Exterior Work. The USCG envisions that the Contractor will have access to exterior work sites subject to the normal coordination requirements to minimize the impact to vehicular traffic and residents. All sod work shall be completed by 01 September 2018. All physical exterior work shall be completed, accepted, and final inspection completed during the Summer Construction season, but in no case after by 01 October 2018.

C. Coordination. The USCG Base Housing Office communicates unit availability to the

COR to authorize Contractor access to each MOQ.

END OF SECTION

CEU Juneau – Base Kodiak STANDARD REQUIREMENTS

REPLACE PIPING LGH HOUSING MOQS FOR CONSTRUCTION

Page 01 01 10 - 1

SECTION – 01 01 10

STANDARD REQUIREMENTS FOR CONSTRUCTION

PART 1 - GENERAL

1.1 INDEX TO SECTION 01 01 10

1.1 Index to Section 01 01 10

1.2 Environmental Factors

1.3 Work Outside Regular Hours

1.4 Fire Prevention and Protection

1.5 Standard Specifications and Codes

1.6 Acceptance of Work

1.7 Punch List

1.8 Digging Permit

1.9 Cost Proposals for Contract Modifications

1.10 Approval of Safety Proposal

1.11 Reports

1.12 Environmental Protection

1.13 Quarters

1.14 Salvage

1.15 Existing Utilities and Outages

1.16 Drawings and Specifications Furnished to Contractor

1.17 As-Built Drawings

1.18 Materials and Equipment

1.19 Delivery, Storage, and Handling of Materials

1.20 Temporary Services and Utilities

1.21 Underground Utilities

1.22 Emergency Access

1.23 Identification of Employees and Equipment

1.24 Conflicts

1.25 Notices to Contracting Officer’s Representative (COR)

1.26 Cleaning

1.27 Interruption of Traffic

1.28 Warning Signs

1.29 Barriers and Trench Plates

1.30 Contractor’s Laydown Area

1.31 Contractor’s Parking Area

1.32 Sampling and Testing

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1.2 ENVIRONMENTAL FACTORS: During unfavorable weather, the Contractor shall proceed with only those portions of the work that can be undertaken safely, and without adversely affecting their quality.

1.2.1 Delays caused by unusually severe weather (FAR Clause 52.249-10). Unusually severe weather will be considered unforeseeable and unusually severe if it is more severe than the statistical 3-year average for the appropriate weather parameters established by the National Weather Service.

1.2.2 Should warnings of severe weather be issued, the Contractor shall take every practical precaution to minimize danger to persons, the work, and to adjacent property.

Precautions shall include, but not be limited to, closing all openings, removing all loose material, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work.

1.2.3 If any part of this project is pursued during periods of cold or inclement weather, the Contractor shall take all appropriate precautions to protect facilities and work involved in the project scope from damage by cold/or inclement weather. The Contractor shall be responsible for snow removal around project site, parking areas, and thoroughfares.

1.2.4 Working conditions for this work are based on typical weather information in Kodiak (PROVIDED FOR INFORMATIONAL PURPOSES ONLY) as follows; the contractor shall verify actual conditions based on established databases (National Weather Service). These weather conditions are NOT used for design or materials/installation requirements; refer to technical specifications for design and materials/installation requirements.

A. Prevailing wind: northwest at 8 knots. Maximum wind: 101 knots.

B. Maximum temperature: 86 degrees F.

C. Minimum temperature: -12 degrees F.

D. January average mean temperature: 30.8 degrees F.

E. July average mean temperature: 54.2 degrees F.

F. Average annual precipitation: 54.42 inches.

G. Maximum annual precipitation: 91.1 inches.

H. 60-minute duration rainfall rate: 0.7 inch/hr.

I. Design roof snow load: 40 psf.

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J. Freeze Data: Frost protection burial depth, 4 ft.

1.3 WORK OUTSIDE REGULAR HOURS:

1.3.1 Housing/Barracks Areas: Regular work hours are 8:00 A.M. to 19:00 P.M., Monday through Friday excluding federal holidays.

1.3.2 Non-Housing Areas: Regular work hours are 7:00 A.M. to 19:00 P.M., Monday through Friday excluding federal holidays.

1.3.3 If the Contractor desires to work outside of regular working hours the Contractor shall request permission from the COR and provide at least seven days advance notice. Approval shall be at the discretion of the COR on a case by case basis.

1.3.4 Work which requires Government Supervision or coordination shall not be performed on Federal Holidays or Sundays or on the USCG Birthday (August 4th).

1.4 FIRE PREVENTION AND PROTECTION:

1.4.1 Perform all work in a fire-safe manner. Provide and maintain adequate firefighting equipment during the entire construction period.

1.4.2 Comply with local fire protection regulations and, where the regulations do not apply, comply with the standards of the National Fire Protection Association.

1.4.3 Obtain hot work permits from the Base Fire Department. These permits are issued on a daily or weekly basis, depending on the work. Notify Fire Department 2 hours in advance.

1.4.4 For any hot work performed within an existing or newly constructed structure, provide a dedicated independent fire watch, and maintain watch for 30 minutes after completion of hot work.

1.4.5 No on site burning.

1.4.6 It is the inherent responsibility of the Contractor to practice good fire prevention measures while working on USCG property.

1.4.7 When work is accomplished in/on structures, contractor personnel will confine smoking to established/designated smoking areas.

1.4.8 Flammable paints, oil, varnishes, etc., stored inside structures must be in a metal storage cabinet. When stored outside, flammables must be in a controlled area. Flammables being used outside of these areas are limited to a one day supply.

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1.4.9 Temporary wiring must be in compliance with Article 305 of the National Electric

Code.

1.5 STANDARD SPECIFICATIONS AND CODES: In case of conflict between the referenced specifications or standards, and this specification, this specification shall govern. When a number is suffixed to a referenced Federal or Military specification or standard, it denotes the effective amendment(s) or change to the document. Referenced specifications and standards are not available for distribution by the Coast Guard.

1.6 ACCEPTANCE OF WORK: Final completion and acceptance of work performed under this contract will be established by a written notice of acceptance issued by the Contracting Officer.

1.7 PUNCH LIST: The Contractor shall submit a Discrepancies and Omissions list after pre-final inspection, and final inspection to the COR. The Discrepancies and Omissions list (punch list) is not an all inclusive listing of discrepancies which exist between the contract specifications and the work as performed up to the date of the list. It is also not a waiver of any other Government Claim. The Government at all times reserves all of its rights and remedies under the Contract.

1.8 DIGGING PERMIT: Before any excavation begins, the Contractor shall obtain and fully execute a USCG digging permit. The form requires a minimum of 14 working days lead time and extensive coordination with several base agencies, including furnishing all locations, and detailed information and sketches regarding any proposed excavation(s).

The contractor is required to coordinate with utilities and other agencies as appropriate.

Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be competed at least 14 working days prior to commencing work involving that phase. This form can be obtained from the COR.

1.9 COST PROPOSALS FOR CONTRACT MODIFICATIONS: Unless otherwise directed by the Contracting Officer (KO), itemize every cost proposal submitted under this contract as outlined in this paragraph. Costs of material, labor, equipment, subcontracts, overhead, and profit must be separately itemized for each distinct category of work.

Contractors may submit cost proposals utilizing their own format unless a specific format is requested by the Contracting Officer. Include necessary supporting documentation, invoices, etc. as attachments. For proposals involving time extensions due to government-caused delays, include an analysis of the impact of the delay and an adjusted progress schedule.

1.10 APPROVAL OF SAFETY PROPOSAL:

1.10.1 In accordance with FAR Clause 52.236-13, Accident Prevention Alternate I, Subparagraph (f) (1), the Contractor shall submit a Safety and Health Proposal for the approval of the Contracting Officer. The proposal shall also comply with all

REPLACE PIPING LGH HOUSING MOQS FOR CONSTRUCTION

Page 01 01 10 - 5 applicable provisions of the Corps of Engineers Manual, EM 385-1-1, entitled “SAFETY AND HEALTH REQUIREMENTS” (including interim changes) which are in effect on the date of solicitation. This proposal shall be submitted and approved prior to the issuance of the Notice to Proceed. The Safety and Health Proposal shall include, but not be limited to, the following:

A. Accident Prevention: (a) Compliance with Codes, (b) Assignment of Responsibility, (c) Safety Indoctrination/Training, (d) Inspections, Reports and Control of Hazards, (e) General Housekeeping and Cleanup, and (f) Protection of Contractor Employees, Coast Guard Personnel and Transients.

B. General Operating Procedures: (a) Material Storage and Handling, (b) Protective Equipment - Types and Use, (c) Tools and Equipment – Inspection Schedules and Operator Qualifications, (d) Motor Vehicle Operation, and (e) Specific Control of Hazards of work to be performed (e.g., Dust, Noise, etc.).

C. Fire Prevention/Protection: (a) Identification of Hazardous Areas, and (b) Hot Work Permits, etc.

D. First Aid/Medical Working Conditions: (a) Sanitation, (b) Illumination, and (c) Ventilation

E. Investigating/Reporting Accidents

F. The above listing is not intended to be an all-inclusive listing of areas to be covered by the Contractor’s Safety and Health Proposal. The Contractor shall review the project specifications and drawings to ensure that areas not covered in the above listing are included in the Safety and Health Proposal.

1.11 REPORTS:

1.11.1 Daily: The Contractor shall submit daily reports to the COR and CI using the form provided by the Government or approved equivalent.

A. Daily reports shall be submitted to the COR and CI by 9:00 a.m. on the next work day. Any revisions requested by the Government shall be completed and resubmitted within 24 hours.

B. Submit Daily Reports electronically as pdf files using a standard format throughout the project duration. Whenever possible, the report and all attachments should be included in a single document. The daily report files shall be named as follows: YYYYMMDD Project Daily Report, as described below.

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YYYYMMDD – the date, e.g. 20180621 (for June 21st, 2018) Project – Abbreviated project name to differentiate reports from other projects Daily Report – the words “Daily Report” Example: 20180621 MOQ Piping Daily Report

C. Use form CM-03 or a COR approved alternate form that includes the necessary information in a consistent format. In general, daily reports shall include the following information:

(1) Project title

(2) Contract number

(3) Weather, including inches and type of precipitation, maximum and minimum temperatures, wind, sky and other weather conditions.

(4) List of prime contractor employees, their job category, and the number of hours worked on the project.

(5) List of heavy equipment, and the number of hours working. The detailed description of work performed (see below) should indicated what the equipment was used for.

(6) A detailed description of the work performed. Attach copies of plan sheets, details, or other drawings as necessary to clearly indicate the work performed by the Contractor and each subcontractor.

(7) List of materials delivered

(8) List of official visitors

(9) For each subcontractor, list of employees, their job category, and the number of hours worked on the project.

(10) List of specific QC inspections and testing performed, including results and corrective actions. If inspection/test results are not yet available, describe what was done and submit results as soon as they become available. The contractor shall use a tracking system to assure that all such inspection reports are submitted. Resubmittals that provide such additional information shall consist of the entire Daily Report, not just the new sheets.

(11) List of verbal instructions received from the Government.

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(12) Certification of the report by the Contractor’s Quality Control Representative.

(13) Photographs, and other information to accurately and thoroughly document the work.

1.11.2 Weekly: Weekly payroll reports required by Labor Standards Provisions shall be submitted via the COR to the Contracting Officer.

1.12 ENVIRONMENTAL PROTECTION: The Contractor shall comply with all applicable federal, state and local laws and regulations concerning environmental pollution prevention, control, and asbestos abatement. Also refer to “Environmental Protection”.

1.13 QUARTERS: Government quarters are not available for use under this contract.

1.14 SALVAGE: All existing materials which are to be removed, and are not indicated or specified for reuse in the new work, shall, unless otherwise specified, be removed from government property at the Contractor’s expense, and disposed of in accordance with Federal, State and local regulations. Remove all salvage from government property.

1.15 EXISTING UTILITIES AND OUTAGES:

1.15.1 The Contractor shall not operate valves or similar components of existing systems without the advance written approval of the COR.

1.15.2 The Contractor shall request the COR’s permission to schedule any necessary utility

(fuel, water, electrical, sanitary sewer, etc.) outage. The request shall be in writing, and shall specify the type of utility, reason for outage, and the estimated length of the proposed outage.

A. Utility outages shall be requested 10 working days in advance, and shall never exceed 8 hours.

B. Permission and duration for outages will be granted by the COR based upon the need for the utility, and upon consideration of suitable bypasses, or alternate arrangements.

Outages will be granted at the convenience of the Government.

C. Downtime shall be kept to a minimum. All appropriate efforts shall be made to minimize the quantity and durations of utility outages.

D. No electrical outage shall be granted when the ambient temperature is below 32 F.

Control of the base high voltage electrical system is the responsibility of Kodiak Electric Association. Outage request for the service entrance shall also be made to Kodiak Electric Association.

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1.15.3 Outages shall not exceed the following in any 24-hour period:

A. Domestic Water, Electricity, Storm Sewer, and Sanitary Sewer: Four hours is the maximum down time, without specific advance written permission.

B. Steam Service: Steam service is not anticipated to be disrupted as part of the construction.

1.16 DRAWINGS AND SPECIFICATIONS FURNISHED TO CONTRACTOR:

1.16.1 Electronic copies of the plans and specifications will be provided. Publications incorporated into the technical provisions by reference will not be furnished.

1.16.2 Additional sets of specifications may be furnished, upon request, at the cost of reproduction, and are available through the Contracting Officer, U.S. Coast Guard Civil Engineering Unit (CEU), 915 2nd Ave, Room 2664, Seattle, WA 98174-1011.

1.16.3 The Contractor shall check all drawings and specifications furnished to him, immediately upon their receipt, and shall promptly notify the Contracting Officer of any discrepancies (this shall include all sheets and pages that are part of his set of contract documents). Large-scale drawings shall take precedence over small-scale drawings. The Contractor shall compare all contract drawings, and verify the dimensions and conditions at the site before laying out the work.

1.17 AS-BUILT DRAWINGS:

1.17.1 The as-built drawings shall be a record of the construction as installed and completed by the Contractor.

A. The Contractor shall markup two sets of full size drawings to show the as-built conditions.

B. All notations, graphics and line work shall be in dark ink, which shall reproduce dark, with a good contrast.

C. These as-built marked prints shall be kept current and available at all times at the job site. One copy shall be maintained by, and remain in the possession of, the Contractor. The second copy shall be maintained by the Contractor, but shall remain in the possession of the COR.

D. All changes from the contract plans, which are made in the work, or additional information which might be uncovered in the course of construction, shall be accurately and neatly recorded as they occur, by means of details and notes.

E. No construction work shall be concealed until it has been inspected, approved and

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F. The as-built marked prints shall be submitted for joint inspection for accuracy and completeness by the COR and the Contractor prior to submission of the monthly pay estimate.

G. Two sets of up-to-date as- built marked prints shall be delivered to the COR at the time of final inspection for his review, approval, and retention.

1.17.2 The as-built drawings shall show the following information, but not be limited thereto:

A. All the information shown on the Contract set of drawings.

B. A record of all deviations, modifications or changes from those drawings, however minor, which were incorporated in the work.

C. All additional work not appearing on the contract drawings.

D. The location and dimensions of any changes within the building or structure.

E. Changes in details or design, or additional information obtained from submissions furnished by the Contractor, including but not limited to:

(1) Fabrication

(2) Erection

(3) Installation plans and placing details

1.17.3 All changes or modifications which result from the final inspection, shall be marked on two (2) sets of as-built drawings. AutoCad As-built drawings shall be created based on these mark-ups. Upon completion of work, the Contractor shall submit an optical disc copy of the AutoCad as-built drawings and the two hard copies of the red-lined as-builts to the COR.

1.18 MATERIALS AND EQUIPMENT:

1.18.1 The Contractor is responsible for receipt, transportation, and storage of all of his materials, equipment and tools required for the completion of the work of this contract.

1.18.2 All shipments of materials, equipment, and/or supplies by the Contractor to the project site shall be addressed to the Contractor, not the Coast Guard. The Government will not accept shipments.

1.18.3 Hazardous material shipment and identification requirements shall be as stated in

FAR 52.223-3.

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1.19 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

1.19.1 No on-Base storage facilities are available to the contractor. Deliver, store, and handle products and materials within the contractor’s laydown area and according to the manufacturer's printed instructions and as follows:

1.19.2 Deliver products and materials in manufacturer's original unopened packages or containers bearing manufacturer's labels.

1.19.3 Store products subject to damage from the elements in weather tight enclosures;

maintain temperature and humidity within the ranges stated in the manufacturer's printed instructions.

1.19.4 Store fabricated products off the ground on platforms, blocking, or skids.

1.19.5 Cover or protect products that may discolor or deteriorate due to exposure to the elements. Provide ventilation to avoid condensation.

1.19.6 Store loose granulated material on solid surfaces such as paving, plywood, or sheet material to prevent mixing with foreign matter. Provide drainage to prevent sheet material from mixing with foreign matter. Provide drainage to prevent flow or ponding of rainwater. Prevent mixing of any stored materials.

1.20 TEMPORARY SERVICES AND UTILITIES:

1.20.1 Coordinate the use of temporary services and utilities with the COR. Obtain the approval of the COR before installing any hookups or connections. The following temporary services and equipment will be made available from existing outlets and supplies for use in performing this contract, in accordance with FAR 52.236-14, and the following:

A. The Government will not provide temporary toilet facilities. Toilet facilities provided by the Contractor shall be maintained by the Contractor in a sanitary condition at all times.

B. Electrical power: The Contractor shall coordinate any temporary connections and usages with the Public Works Officer, via the COR. Install temporary electrical power in accordance with National Electrical Code (NEC). Submit copies of executed permits.

1.20.2 The Contractor shall provide all other temporary services, utilities, and equipment required to complete the work of this contract which are not provided by the Coast Guard. These include:

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A. Clean up and disposal of trash B. Portable or temporary toilet facilities C. Storage buildings D. Barricades, railings and other safety gear E. Fire protection F. Communications

1.21 UNDERGROUND UTILITIES & PROTECTION

1.21.1 Submit digging requests per Base Kodiak procedures on the form provided, 10 working days in advance, and coordinate utility locates with other servicing utilities.

1.21.2 Mark the excavation route and intersecting utilities and parallel utilities within 10 feet of trench sides.

1.21.3 Where excavation will cross an existing utility line, use hand tools to excavate for a distance of 5-feet on each side of the intersections.

1.21.4 Once exposed, protect underground utilities from damage. Insure there is a dedicated spotter for each excavation during all excavation with power assisted excavating tools the spotter must be dedicated to watching the excavation and may not have any other supplemental duties during excavation activities. Ensure that new utility lines are complete, except for the connection, before interrupting existing.

A. The Contractor shall restore damaged piping, cable(s), and circuits to original condition and full operation if damage occurs through poor workmanship, failure to comply with instructions, or failure to obtain utility locations.

B. Notification of damage shall be made immediately to the affected utility, to the USCG representative listed on the digging permit, and to the COR/CI.

C. Restoration efforts shall commence within 1 hour.

D. Failure to commence restoration within the required time limit, or to make continuous progress toward restoration, or to complete acceptable restoration within a 4-hour time limit or an alternate time limit negotiated with and established by the COR/CI, shall result in suspension of all other contract work until acceptable restoration is completed and approved by the COR.

E. All work to repair damage to commercial utilities shall be coordinated through the utility.

F. In cases where a utility is damaged for reasons noted above, the Contractor shall, if lacking the qualified trades in his organization, employ as necessary such qualified trades or employ another Contractor having such trades to restore the utility to its original condition and full operation.

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G. The Government reserves the right to protect damaged communications cables from further damage or deterioration and the right to restore priority circuits. These actions shall not relieve the Contractor of his full responsibility for restoration.

1.22 EMERGENCY ACCESS:

1.22.1 Maintain an after-working hours contact point, and provide the COR with a telephone number, so that the Government may contact the Contractor at any time in case of emergency.

1.22.2 Ten-day notice is required before embarking on any construction work which might block a roadway. The Contractor shall obtain authorization from the COR.

1.23 IDENTIFICATION OF EMPLOYEES AND EQUIPMENT: Prior to the

commencement of work, the Contractor shall submit to the COR a complete list of all employees, representatives, and subcontractors, including name, age, and address.

1.23.1 Coordinate with Base Military Police to obtain contractor personnel and vehicle passes.

1.23.2 All personnel shall carry proper identification (ID) when on site. Proper ID is defined as the individual’s RAPIDGATE credential, driver’s license, or state/federal picture ID or Passport. The ID must be laminated and show a facial picture of the individual.

1.23.3 Contact the COR regarding regulations concerning vehicle passes. Furnish a complete list of over-the-road vehicles and construction equipment to the COR. The list shall include the make, model, year built, and identifying marks.

1.24 CONFLICTS: If conflicts exist between Division I specifications and the technical project specifications, the technical project specifications shall govern.

1.25 NOTICES TO COR: Unless otherwise provided for herein, advise the COR a minimum of 72 hours in advance of the following planned actions:

A. Commencement or recommencement of work at the site.

B. Shutdowns.

C. Requests for COR inspection of critical job elements.

1.26 CLEANING

1.26.1 The Contractor shall provide complete cleaning services of completed work and work area, including re-grading any disturbed unpaved lay down areas.

1.26.2 The Contractor shall provide cleaning services after final inspection, immediately prior to government acceptance.

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1.27 INTERRUPTION OF TRAFFIC

1.27.1 If during the performance of work it becomes necessary to modify vehicular traffic patterns, notify the COR at least 10 days prior to the proposed interruption date, and submit a detailed Traffic and Fencing Plan as a preconstruction submittal.

1.27.2 Submit a detailed Traffic and Fencing Plan as a preconstruction submittal. The contractor’s plan shall show, but not limited to, traffic flow pattern, location of warning signs, flaggers, barricades, etc. This project will affect traffic in areas which are distant from the actual construction site. The contractor shall evaluate, as part of the road closure plan, area-wide traffic flow as it is affected by construction activities.

Continuous pedestrian and vehicle access is required to all facilities, from at least one path of access. The Contractor needs to sequence their work to maintain access and continuity of operations.

A. Closure of more than one road at a time shall not be allowed.

B. No long term stockpiling of excavated material or debris shall be allowed in the work area.

C. For road closures, or traffic modifications; submit an “outage request” ten days in advance.

D. For any one-way temporary traffic, provide a flagger(s) from 0800 to 1630 Monday through Friday.

E. Sign roads in the project area to indicate road closures and alternative routes. Post signs to indicate pending road closures 3 days prior to the actual closure. Install signs upstream of closure to warn traffic in advance of closed section. Coordinate all signage requirements with the COR.

F. Temporary barriers shall be erected to delineate a corridor through which tenant vehicles and equipment can pass, and temporary fencing shall be installed to control normal pedestrian pathways.

G. The contractor shall erect a temporary barrier(s) to demark their work area(s).

Where necessary, the barriers should be supplemented with traffic control and informational signs.

H. Provide fence barriers to prevent unauthorized entry in excavation areas, where heavy equipment operates or is parked, demolition areas, and to protect existing facilities and adjacent properties from damage from construction operations.

Construct and maintain barricades as required by OSHA sufficient to prevent injury to persons and damage to property.

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I. Provide barricades around trenches and holes to prevent access. Special precautions shall be taken to prevent accidental use of residential doorways abutting the work to safe guard residents and their pets.

J. Provide and maintain warning lights and signs as necessary to prevent damage or injury. Keep warning lights burning from dusk to dawn. Traffic Control devices shall be in constructed and installed in accordance with the Alaska Traffic Manual.

K. Install Asbestos Abatement barriers and signage for asbestos abatement work.

1.28 WARNING SIGNS

1.28.1 Provide warning signs at the limits of construction stating that access is restricted to authorized personnel and hard hats are required. Also provide warning signs to warn pedestrians and drivers to potentially dangerous areas.

1.29 BARRIERS AND TRENCH PLATES

1.29.1 Provide temporary barriers with warning lights where construction work intersects existing roads, walkways, at open excavations, and where pedestrian and driver safety may be endangered in the area of work.

A. Provide barriers and warning signs to re-route pedestrians and drivers around potentially dangerous areas.

B. Barriers shall be manufacturer's standard A-frame, barrel, or Jersey style with flashing amber lights and reflective orange/white striping on both sides of the barrier.

C. Minimum barrier height shall be 42".

D. Monitor barricades for wind/weather conditions, and restore promptly.

1.30 Provide trench plates for excavations in roads left open overnight on Coast Guard property.

1.30.1 MATERIAL STOCKPILE AND LAYDOWN AREA: The Government will furnish an unenclosed material stockpile and equipment laydown area for the Contractor’s optional use in the general vicinity of the construction site, in accordance with FAR 52.236-10.

A. The contractor shall install security fencing around the laydown area. Fencing shall be substantial to prevent pedestrian and vehicle access.

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B. The Contractor shall be fully responsible for the security of all stockpiled material and equipment, and shall provide fencing and other security measures necessary, at their expense.

C. The contractor shall keep the laydown area tidy and free from loose debris.

1.31 CONTRACTOR’S PARKING AREA: The Contractor shall limit his parking to the spaces identified by the COR.

1.32 SAMPLING AND TESTING: Unless otherwise stated herein, all required sampling and testing shall be by the Contractor at their own expense. All tests shall be performed using specified testing procedures, or if no procedure is specified, the standard testing procedure used by the ASTM will be used. The Contractor shall notify the COR/CI when such testing will be performed do that the test may be observed by the COR/CI and/or designated representatives. In addition to the specified testing requirements herein, the Government may perform additional verification testing at its own expense.

PART 2 - MATERIALS - Not Used.

PART 3 - EXECUTION - Not Used.

***END OF SECTION***

U.S Coast Guard Project NO. 9988694 CEU Juneau – Base Kodiak CUTTING AND PATCHING

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SECTION – 01 04 50

CUTTING AND PATCHING

1.1 DESCRIPTION OF WORK. This Section includes the following:

a. Submittals.

b. Safety and Quality Requirements.

c. Materials.

c. Inspection.

e. Preparation and Performance.

1.2 Refer to other sections of these Specifications, for specific requirements and limitations applicable to cutting and patching individual parts of the work.

1.2.1 Coordinate cutting and patching with demolition requirements.

1.2.2 Definition: "Cutting and patching" includes cutting into existing systems and construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore systems and surfaces to their original condition.

1.3 SAFETY AND QUALITY REQUIREMENTS. Visual Requirements: Do not cut and patch work exposed on the building's exterior or in its occupied spaces in a manner that would, in the COR's opinion, result in lessening the building's aesthetic qualities or would result in substantial visual evidence of cut-and-patch work.

2.1 MATERIALS. Except as otherwise indicated, use materials for cutting and patching that are identical or as close thereto as existing materials with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.

3.1 INSPECTION. Before the start of cutting work, meet at the work site with all parties involved in cutting and…