24B5010_CI_OFC_SPECS_RTA.pdf

Property of the Unties States Government CUI | Controlled Unclassified Information Copying Dissemination, and Distribution to Unauthorized Individuals Prohibited

Norfolk District U.S. Army Corps of Engineers Engineering and Construction Division Engineering Branch 803 Front Street Norfolk, VA 23510

CRANEY ISLAND OFFICE EXPANSION

SPECIFICATIONS

PROJECT NUMBER 1079

RTA SUBMITTAL

APRIL 202

CRANEY ISLAND OFFICE EXPANSION 1079CIOFFICE

RTA APR2023

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

PROJECT TABLE OF CONTENTS Page 1

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 36 13 SECTIONAL OVERHEAD DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 22 19 DEMOUNTABLE AND MOVABLE PARTITIONS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

PROJECT TABLE OF CONTENTS Page 2

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 60 INTERIOR FIRE ALARM SYSTEM, NON-ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 17.61 SEALING CRACKS IN ASPHALT PAVING

32 01 17.62 PAVING FABRIC INTERLAYER

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

ATTACHMENTS

SUBMITTAL REGISTER

TEMPLATE COMMISSIONING PLAN

APPENDIX

HAZARDOUS MATERIALS REPORT

GEOTECHNICAL REPORT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 General

The Contractor shall provide construction services, including personnel, transportation, mobilization/demobilization, equipment, and materials required in connection with the services described in this Scope of Work.

The services shall be performed in accordance with the technical and special provisions contained herein. Services not specifically described herein are nevertheless required if they can be identified as an item commonly a part of normally expected and/or professional grade work of a comparable nature. The work shall be performed in accordance with the Contract, manufacturer's recommendations, and state building codes.

1.1.2 Project Description

The scope of the project will be to demolish the approximately 1200 square foot storage shed, construct a new office, and repave (mill and overlay) the existing parking lot, and replace the exterior doors on the administration facility. The storage shed is a 1200 sqft steel framed, slab on grade facility; the office space replacing the shed will consist of single enclosed office, open office, conference room, telecom room, unisex restroom with lockers and shower, supply closet and will require all utilities to be complete and functional.

1.1.3 Location

The work is located at the 4599 Rivershore Rd, Portsmouth, VA 23703, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.1.4 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.1.5 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1. Use of appropriate safety equipment is mandatory and not limited to hard hats, safety vests, and safety-toed boots. Contractor is responsible for daily clean up and restoration of the work and office trailer areas once the contract is complete.

SECTION 01 11 00 Page 1

1.2 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 TRANSPORTATION FACILITIES

1.3.1 Use of Roads

Hard-surfaced paved and unpaved roads from major and primary municipal roads serve the exterior side of the site. The movement of all vehicles shall be confined to the roads designated and shall comply with traffic regulations. The Contractor shall keep all roads clear of all obstructions and free of mud and other foreign materials resulting from operations.

The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles, or vehicles with flashing lights.

Speed limits and traffic controls shall be observed.

The contractor shall utilize the main entrance to the site and is not permitted to utilize any other roads or access routes on Craney Island without prior approval from the contracting officers representative.

1.3.2 Tracked Vehicles

Tracked vehicles shall not be allowed on Craney Island service roads except for the immediate work site where they are to be used for construction.

1.4 SPECIAL CONTRACTOR REQUIREMENTS

1.4.1 Coordination in Work Areas

1.4.1.1 Sharing of Roadways and Work Areas

During the period of this contract, in addition to Government personnel and equipment working at the site, other contractors may be on the island for the construction of other features of work that is on or adjacent to the site being accomplished under this contract. This work includes the pumping of new dredge material into the containment cells, dike raising, development of borrow areas and road work. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors. Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer (KO) and the KO's decision shall be final.

1.4.1.2 Work Hours Restrictions

The Contractor shall limit work hours and activities to normal construction

SECTION 01 11 00 Page 2 work hours and shall adhere and comply with local ordinances. Work occurring on Sunday or outside these prescribed hours is not allowed without prior written approval from the Contracting Officer. At least 2 days prior notice to the desired day is required. There is very limited existing lighting of the dike roadways and work areas and any work after sunset will require Contractor supplied light plants.

1.4.1.3 Existing Utility Location

Existing utilities must be located before doing any digging work on Facility. The Contractor shall be responsible to hire a private utility locator, obtain all necessary existing utility locations, which may be necessary to accomplish his work, and mark any utility lines in the immediate vicinity of his work.

1.4.1.4 Digging Permits

The contractor is responsible for obtaining all digging and/or site permits, including associated locating and marking services, in accordance with local and The Commonwealth of Virginia's requirements.

1.4.1.5 Notification Prior to Excavation

Notify the Contracting Officer at least five days prior to starting excavation work at each of the main construction sites. Contractor is responsible for marking all utilities.

1.5 TIME EXTENSION FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

c. All awards or extensions for time shall be at the sole discretion of the Contraction Officer.

1.5.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays as part of all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON A FIVE (5) DAY

WORK WEEK

SECTION 01 11 00 Page 3

JAN FEB MAR APR MAY June JUL AUG SEP OCT NOV DEC

CRANEY 10 9 9 6 6 7 8 7 5 7 9 9

1.5.2 Adverse Weather Records

Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily Contractor Quality Control (CQC) report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.5.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month); shall be calculated chronologically from the first to the last day in each month; and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, as listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clauses entitled "Default (Fixed Price Construction)" of Section 00 72 00 Contract Clauses.

1.6 COORDINATION WITH THE USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, in addition to Government personnel working at the site, other contractors may be in force for the construction of other features of work on or adjacent to the site being accomplished under this contract. This work includes the pumping of new dredge material into the storage cells using pipelines from the bay; and dike, borrow area and road work. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors. Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer (KO) and the KO's decision shall be final. Also, prior to the completion of work under this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area, including working at the Government Office and Equipment Yard. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other contractors and Government agencies.

1.7 HISTORICAL AND ARCHAEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archaeological data, the Contractor shall immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as

SECTION 01 11 00 Page 4 not to disturb or damage artifacts or fossils uncovered during excavation operations, and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.8 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS", "PERMITS AND RESPONSIBILITIES", and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

a. Divisions or sections of specifications are not intended to control the Contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on Corps of Engineers projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.9 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit Construction Manpower and Equipment Report daily using Resident Management System (RMS 3.0). The report shall include manpower and equipment for the general and subcontractors.

1.10 PROFIT

For modifications to this Craney Construction contract, profit must be calculated using the Weighted Guidelines method.

1.10.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20% Relative difficulty of work 15% Size of Job 15% Period of performance 15%

SECTION 01 11 00 Page 5

Contractor's investment 05% Assistance by Government 05% Subcontracting 25% Total 100%

1.10.2 Weighted Values

Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

1.10.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, the amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.10.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

1.10.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

1.10.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

1.10.2.5 Contractor's Investment

To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

1.10.2.6 Assistance by Government

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government owned property, equipment and facilities, and expediting assistance.

SECTION 01 11 00 Page 6

1.10.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.11 BLASTING AND FIRES

Blasting and fires will not be permitted for this project.

1.12 CONTRACTOR QUALITY CONTROL RESPONSIBILITY

The Contractor is fully responsible for the management and supervision associated with Quality Control of all construction work included in this contract. The Government is responsible for Quality Assurance by reviewing all Contractor documentation and work has been completed to meet contract requirements.

1.13 LIQUIDATED DAMAGES

Refer to contract clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) in Section 00 72 00 General Conditions.

1.14 PERFORMANCE BOND

The Contractor's Performance Bond shall remain effective throughout the construction period.

a. In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

b. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the Contractor's expense, the Contracting Officer will have the right to recoup expenses from the bonding company.

c. Following oral or written notification of required construction warranty repair work, the Contractor shall respond in a timely manner.

Written verification will follow oral instructions. Failure of the Contractor to respond will be cause for the Contracting Officer to proceed against the Contractor.

d. Refer to contract Clause 52.228-15 PERFORMANCE AND PAYMENT BONDS - CONSTRUCTION (FAR 52.228-15 in Section 00 72 00 General Conditions.

1.15 DAMAGE TO THE WORK

The responsibility for damage to any part of the permanent work shall be as set forth in contract Clause PERMITS AND RESPONSIBILITIES of Section 00 72 00 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in

SECTION 01 11 00 Page 7 the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES in Section 00 72 00 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as noted herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

Refer to contract Clause 52.236-7 PERMITS AND RESPONSIBILITIES (FAR 52.236-7 in Section 00 72 00 General Conditions.

1.16 PROTECTION OF EXISTING CONDITIONS AND NEW WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements," the Contractor shall:

a. Perform excavation, transportation, and construction operations in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Perform excavation, transportation, and construction operations in such a manner to prevent injury and damage to new work. Repair or replace portions of new work which have been altered during construction operations, at no additional cost to the government.

c. Repair or replace portions of existing conditions which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing surfaces and vegetation adjacent to the new work shall be in a condition equal to or better than that which existed before new work started.

1.17 PRE-BID SITE VISIT

Prior to the submission of bids, bidders are required to visit the project site location to become familiar with the project requirements. This contract includes a Government led site visit during the solicitation period. Failure to visit the project site will not disqualify a bid;

however, the bidder is required to comply with the terms and conditions of the resultant Contract by reason of such failure. A failure to inspect the site shall not constitute grounds for a claim after Contract award.

1.18 WARRANTY

The Contractor shall provide a minimum of one-year warranty on the materials and workmanship from the date of the Government's acceptance of the work.

1.19 LAYOUT OF WORK

Read this paragraph in conjunction with contract Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00 72 00 CONTRACT CLAUSES.

SECTION 01 11 00 Page 8

1.19.1 Established Project Controls

The Government has established monuments around the work site(s). Each monument is represented in the contract drawings by a designated number.

1.19.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modification to the contract work.

1.19.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and materials, all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized by remove them, and if such marks are destroyed by the Contractor or through their negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 9

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Safety And Lighting Plan; G

For evening/night work, Contractor must submit and have a pre-approved safety and lighting plan specific to the planned work.

1.2 CONTRACTOR WORK REQUIREMENTS

All activities at Craney Island Management Area shall be conducted in accordance with Norfolk District Regulation Commander's Policy Memorandum Number WRD-01 which is provided in Appendix A of these specifications.

Point of contact to visit the site is the Facility Manager, telephone (757) 484-1021.

1.2.1 Personnel Restrictions

Personnel working at Craney Island are limited to the immediate site areas where work is to be performed and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Craney Island Area which pertain to personnel.

1.2.2 Transportation Restrictions

Roads within the Craney Island reservation, if proposed to be used by the Contractor, shall be subject to prior approval of the Facility Manager and such roads, if used, shall be maintained throughout construction and restored to as good condition as existed prior to their use. Other roads may be used only with the approval of the Facility Manager. The Contractor shall keep all roads free of mud and other foreign materials resulting from his operations. All temporary construction shall be removed and the affected areas restored to their original condition. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles and vehicles with flashing lights. Craney Island speed limits and traffic controls shall be observed. All costs for the use of existing transportation facilities, and for the removal of temporary construction and subsequent restoration, shall be borne by the Contractor.

SECTION 01 14 00 Page 1

1.2.3 Security and Public Safety of Work Areas

The work areas are not accessible to the general public; however, the Contractor is informed the Government will not undertake to exclude the public or restrict public access to the work areas during the work. The Contractor shall be solely responsible for protection of the public at all times for the duration of the contract and fully comply with the provisions of OSHA safe working practices and the Safety and Accident Prevention requirements of these specifications.

1.2.4 Noise Control and Abatement

The Contractor shall employ the use of properly installed and maintained mufflers, silencers, and manufacturer's recommended sound suppressors on all plant, machinery, and equipment used on this work. The use of sound signals such as whistles, horns, or bells shall not be used if two-way radio communication can accomplish the required function.

1.3 PHYSICAL DATA

1.3.1 Physical Conditions Information

The physical conditions indicated on the drawings and in the specifications are the result of site inspections and surveys. Information and data furnished or referred to below is furnished for the Contractor's information; however, it shall be expressly understood that the Government will not be responsible for any interpretation or conclusion drawn from this information or data by the Contractor.

1.3.2 Site Related Weather Conditions

Complete weather forecasts, records and reports may be obtained from the National Weather Service in Wakefield, Virginia, telephone (757) 899-4200, Menu selection service or operator assisted as applicable. The Contractor shall satisfy himself as to the hazards likely to arise from the weather conditions during the contract period.

1.4 INSPECTION

1.4.1 1General Inspection Requirements

The presence of the construction representative shall not relieve the Contractor of responsibility for the proper execution of the work in accordance with the specifications.

1.5 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.5.1 Costs

Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the Contractor's accounting records. When both ownership and operating costs cannot be determined from the Contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, Volume 2, "Construction Equipment Ownership and Operating Expense Schedule", Region II. Working conditions shall be considered to be average for

SECTION 01 14 00 Page 2 determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

1.5.2 Rentals

Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36 substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

1.5.3 Data

When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted as specified in FAR 15.408, Table 15-2, Section I titled "General Instructions, Part A". By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.6 ENVIRONMENTAL LITIGATION

If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, shall determine whether the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption shall be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the "Suspension of Work" clause of this contract. The period of such suspension, delay, or interruption shall be considered unreasonable, and an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) as provided in that clause, subject to all the provisions thereof. The term "environmental litigation" means, a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

1.7 PARTNERING

In order to most effectively accomplish this contract, the Government is willing to form a cohesive partnership with the Contractor. This partnership would strive to draw on the strengths of each organization in an effort to achieve a quality project done correctly, within budget, and

SECTION 01 14 00 Page 3 on time. This partnership would be bilateral in make-up and partnership will be totally voluntary. Any cost associated with effectuating this partnership will be agreed to by all parties and will be shared equally with no change in contract price.

1.8 CONTRACTOR ACCESS AND USE OF PREMISES

1.8.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.8.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.8.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.8.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period , between 7 a.m.

and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.8.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

For evening/night work, Contractor must submit and have a pre-approved safety and lighting plan specific to the planned work for approval by the Contracting Officer.

1.8.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied.

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1.8.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and other utilities are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

List of Subcontractors; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 1200 dpi minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

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1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION, the superintendent must have qualifications in accordance with that section.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the

SECTION 01 30 00 Page 2

Preconstruction Conference. The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.7.2 Purpose

The purpose of this preconstruction conferences is to enable the Contracting Officer (KO) and/or the Contracting Officer's Representative (COR) to outline the procedures that will be followed by the Government in its administration of this construction contract and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's supervision and inspection of contract work, about security requirements, regulations, and other similar matters.

1.7.3 Discussion Items

The following is a sample list of items for discussion during the preconstruction conference; however, the Contracting Officer's Representative may modify this list or include additional items for discussion as conditions and the work require.

a. Authority of the Contracting Officer/Contracting Officer's Representative.

b. Contractor's Progress Schedule.

c. Correspondence Procedures.

d. Contractor Labor Standards Provisions.

e. Contract Modifications and Administrative Procedures.

f. Contractor's Administrative, Laydown and Storage Areas.

g. Procedures for Processing Submittals.

h. Payment Estimate Data and Procedures.

i. Contractor Utilities.

j. Security Requirements and Other Regulations, if applicable.

k. Government Furnished Equipment, if applicable.

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l. Government Furnished Equipment, if applicable.

m. Contractor Insurance Requirements.

n. Environmental Protection Plan.

o. Contractor Performance Evaluation.

p. Emergency and Safety Procedures.

q. Plant and Suitability to Perform the Work.

r. Contractor Required Notification Procedures.

s. Contractor's Submittal Register.

t. Contractor's Survey and Information Reporting Procedures.

u. Contractor's Quality Control Plan and Activity Hazard Analysis.

v. Value Engineering Program.

w. Turn-Over of Completed Facility/Site.

x. Contractor's Work and Placement Plans and associated Activity Hazard Analysis (AHA).

y. Contractor's Plan of Operations - the Contractor shall indicate his method(s) of layout and accomplishment of the scheduled work including sequencing; and his verification/certification procedures.

1.8 MINUTES OF MEETINGS

The Government will prepare minutes of all meetings and will provide the contractor with a signed original for review and concurrence. The minutes shall include all items discussed at the meeting and the Government will make all accepted corrections provided by the contractor and resubmit the corrected minutes to the contractor within seven days.

1.9 LIST OF SUBCONTRACTORS

As required by contract clauses SUBCONTRACTS (LABOR STANDARDS) of Section 00 72 00 CONTRACT CLAUSES, submit a list of proposed subcontractors including company name, person to contact, street address, mail address, phone number, type of specialty, small business classification, and estimated subcontract quote.

1.10 NOTICE TO PROCEED (NTP)

Notice to Proceed (NTP) will be issued shortly after completion of the preconstruction conference. If the Contractor has failed to submit required documentation, including but not limited to, the Accident Prevention Plan per Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS; the Quality Control Plan per Section 01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION; or has not yet received the Contracting Officer's conditional approval to work under an interim plan, the Contractor shall not proceed with the work and shall consider the work to be suspended in accordance with the Suspension of Work clause of the contract. While the Contractor is working under a conditionally accepted interim plan, funds may be

SECTION 01 30 00 Page 4 retained from progress payments in accordance with the Payments Under Fixed Price Construction Contracts clause of this contract until such time as the Contractor submits an acceptable plan. If the Contractor does not submit an acceptable plan within a reasonable time, as determined by the Contracting Officer, the Officer may order the Contractor to suspend work.

Any suspension order issued for the Contractor's failure to submit an acceptable plan(s) will not constitute unreasonable delay under the Suspension of Work clause and the Contractor will not be entitled to an equitable adjustment of either the performance period or contract price.

1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

1.12 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming…