H.08.02_CI Bulkhead Refurbishment_Final Specs.pdf

CRANEY ISLAND

BULKHEAD

REFURBISHMENT

PORTSMOUTH, VIRGINIA

SPECIFICATIONS - FINAL 100%

CRANEY ISLAND BULKHEAD REFURBISHMENT BULKHEAD

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

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 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 31 30 MARINE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 59 13.19 SIDE-LOADED RUBBER MARINE FENDERS

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PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 DESCRIPTION OF CRANEY ISLAND DREDGED MATERIALS MANAGEMENT AREA

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Sequence of Construction

1.3 TRANSPORTATION FACILITIES

1.3.1 Use of Roads

1.3.2 Tracked or Cleated Vehicles

1.4 SPECIAL CONTRACTOR REQUIREMENTS

1.4.1 COORDINATION IN WORK AREAS

1.4.1.1 Sharing of Roadways and Work Areas

1.4.1.2 Work Hour Restrictions

1.4.1.3 Existing Utility Location

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.5.1 Schedule

1.5.2 Adverse Weather Records

1.5.3 Impacted Days

1.6 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

1.7 HISTORICAL AND ARCHAEOLOGICAL FINDS

1.8 SUBCONTRACTS AND WORK COORDINATION

1.9 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

1.10 PROFIT

1.10.1 Weighted Guidelines

1.10.2 Weighted Values

1.10.2.1 Degree of Risk

1.10.2.2 Relative Difficulty of Work

1.10.2.3 Size of Job

1.10.2.4 Periods of Performance

1.10.2.5 Contractor's Investment

1.10.2.6 Assistance by Government

1.10.2.7 Subcontracting

1.11 BLASTING AND FIRES

1.12 CONTRACTOR QUALITY CONTROL RESPONSIBILITY

1.13 LIQUIDATED DAMAGES

1.14 PERFORMANCE BOND

1.15 DAMAGE TO THE WORK

1.16 PROTECTION OF EXISTING CONDITIONS AND NEW WORK

1.17 PRE-BID SITE VISIT

1.18 WARRANTY

1.19 LAYOUT OF WORK

1.19.1 Established Project Controls

1.19.2 Layout

1.19.3 Survey

SECTION 01 11 00 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 DESCRIPTION OF CRANEY ISLAND DREDGED MATERIALS MANAGEMENT AREA

The Craney Island Dredged Material Management Area (CIDMMA) is a 2,500 acre confined dredged material disposal site located at the north end of the town of Portsmouth near Norfolk, Virginia. CIDMMA serves as a long-term disposal site for material dredged from the rivers, channels and ports in the Norfolk Harbor area. By 2010, the site had received over 253 million cubic yards of dredged material. The heights of the dikes are being raised to increase the site’s storage capacity. The site is divided into three large storage cells that are contained by compacted soil dikes that average 30 to 40 feet high. The top of the dikes serve as roadways and are interconnected. The site is a peninsula that is approximately 2 miles wide times 2 miles long that extends into the Norfolk Harbor. The south end includes access roads, the USACE office, and the Contractor’s laydown yard. Access to the site is limited and must be approved by the site’s USACE office. A permanent crew of USACE personnel maintain the roads, dikes and associated structures. The facility is a known nesting area for protected birds during the March 1 through August 31 period which may cause delays and relocation of work at no cost to the Government. Repair and/or rehabilitation of shoreline stabilization structures that are equal to or greater than 48 feet from the shoreline may require time of year restrictions subject to regulatory permits as determined by the Contracting Officer.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project consists of refurbishing the existing bulkhead at Craney Island Dredged Material Management area (CIDMMA). Annually, the bulkhead accommodates a large number of marine vessels consisting primarily of dredging equipment such as hydraulic and mechanical dredges, scows, barges and survey vessels. The Bulkhead's fender system is the interface between the vessel and the bulkhead. During the berthing of a vessel, the fender system is meant to act as a buffer in absorbing or dissipating the impact energy of the ship without causing permanent damage to the ship or the bulkhead. Once the vessel is successfully berthed and moored to the bulkhead, the fender system continues to provide the interface between ship and shore and transmits the environmental loads (wind, waves, and current) on the ship to the structure. Over the last few years, a large number of fender timber pilings and cross braces have been significantly damaged or destroyed, while the bulkhead structure remains functioning and in good condition. In order to successfully serve its purpose, bulkhead's fender system needs to be entirely replaced in-kind to continue to safely support vessels, plant, and equipment calling on the facility, but minimize damage to the fender system itself.

SECTION 01 11 00 Page 3

1.2.2 Location

The bulkhead is located at the southeastern end of CIDMMA. The exact location is shown on the plans. The USACE office is at the south-west corner of the site at: 4599 River Shore Road, Portsmouth, VA 23703 and can be contacted at 757-201-7605. Access to the site is limited by fencing and access gates and requires USACE approval.

1.2.3 Sequence of Construction

The demolition and construction of the fender system shall be performed in two phases. The northern portion of the bulkhead shall be completed first.

The contractor shall have access to the northern 2/3 of the bulkhead for equipment and operations while completing the northern half. The remaining 1/3 of the bulkhead shall remain open for Craney Island operations. After completion of the northern half of the bulkhead, the contractor shall start construction on the southern half of the bulkhead. The contractor shall have access to the southern 2/3 of the bulkhead for equipment and operations while completing the southern portion. The northernmost 1/3 of the bulkhead shall remain open for Craney Island operations.

1.3 TRANSPORTATION FACILITIES

The Facility is served by a secondary unpaved roads around the perimeter with two connecting cross roads. Road(s) within the Facility that the Contractor proposes to be used shall be subject to prior approval of the Facility authorities. Haul and connecting roads used by Contractor shall be maintained throughout construction and shall be restored to as good condition as existed prior to their use. The Contractor shall also construct, subject to approval, such temporary haul roads and bridges as may be deemed necessary for conducting his work. Any such temporary construction shall be removed and the affected area restored to its original condition before demobilization from the site.

All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be borne by the Contractor. The condition of the construction access route roadways shall be documented in writing and supplemented with pictures and video. The report shall be submitted to the Contracting Officer prior to starting the construction. Any existing roads, structures, or utilities damaged by moving equipment and materials to the construction site and during construction shall be repaired and/or replaced by the Contractor at no additional cost to the Government.

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.

1.3.2 Tracked or Cleated Vehicles

Tracked or cleated vehicles shall not be moved over surfaced roads except at the immediate site of the area where they are to be used.

SECTION 01 11 00 Page 4

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 site for the construction of other features of work that is on or adjacent to the site being accomplished under this contract. This work includes but not limited to pumping dredged spoils into the containment cells, sand reclamation activities in the north cell, and construction activities at CIDMMA's bulkhead. 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 (CO) and the CO’s decision shall be final.

1.4.1.2 Work Hour Restrictions

The Contractor shall limit work hours and activities to normal construction 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 contact Miss Utility, 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. It shall be the responsibility of the Contractor to contact Miss Utilities at 1-800-552-7001 for locating commercial utilities 48 hours prior to digging operations.

1.5 TIME EXTENSIONS 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 or their representative.

SECTION 01 11 00 Page 5

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

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

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

1.5.2 Adverse Weather Records

Upon acknowledgement of the Notice to Proceed 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), 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, 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)".

1.6 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, in addition to Government personnel and equipment working at the site, other contractors may be on site for the construction of other features of work that is on or adjacent to the site being accomplished under this contract. This work includes but not limited to pumping dredged spoils into the containment cells, sand reclamation activities in the north cell, and dike raising activities at various locations and other miscellaneous maintenance work across the facility. 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 (CO) and the CO’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

SECTION 01 11 00 Page 6 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 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 Dike 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

SECTION 01 11 00 Page 7 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% 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

SECTION 01 11 00 Page 8 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.

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 on 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 70 00 Conditions of the Contract.

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 70 00 Conditions of the Contract.

SECTION 01 11 00 Page 9

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 (FAR 52.236-7) of Section 00 70 00 Conditions of the Contract. However, if, in the judgement 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 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 (FAR 52.243-4) in Section 00 70 00 Conditions of the Contract 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 PERMITS AND RESPONSIBILITIES (FAR 52.236-7 in Section 00 70 00 Conditions of the Contract.

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 highly recommended 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.

SECTION 01 11 00 Page 10

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 70 00 Conditions of the Contract.

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.

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SECTION 01 11 00 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACTOR WORK REQUIREMENTS

1.3.1 Personnel Restrictions

1.3.2 Transportation Restrictions

1.3.3 Security and Public Safety of Work Areas

1.3.4 Noise Control and Abatement

1.4 PHYSICAL DATA

1.4.1 Physical Conditions Information

1.4.2 Site Related Weather Conditions

1.5 INSPECTION

1.5.1 General Insection Requirements

1.6 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.6.1 Costs

1.6.2 Rentals

1.6.3 Data

1.7 ENVIRONMENTAL LITIGATION

1.8 PARTNERING

1.9 CONTRACTOR ACCESS AND USE OF PREMISES

1.9.1 Activity Regulations

1.9.1.1 Subcontractors and Personnel Contacts

1.9.2 Working Hours

1.9.3 Work Outside Regular Hours

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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 and Health Requirements Manual

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation 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.

1.3 CONTRACTOR WORK REQUIREMENTS

All activities at Craney Island Dredged Material 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.

1.3.1 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 Dredged Material Management Area which pertain to personnel.

1.3.2 Transportation Restrictions

Roads within the Craney Island reservation, if proposed to be used by the

SECTION 01 14 00 Page 2

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.

1.3.3 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.

1.3.4 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.

1.4 PHYSICAL DATA

1.4.1 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.

1.4.2 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.

1.5 INSPECTION

1.5.1 General Insection 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.

SECTION 01 14 00 Page 3

1.6 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.6.1 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 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.

1.6.2 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.

1.6.3 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.

1.7 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

SECTION 01 14 00 Page 4 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.

1.8 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 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.

1.9 CONTRACTOR ACCESS AND USE OF PREMISES

1.9.1 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. Mark Contractor equipment for identification.

1.9.1.1 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.

1.9.2 Working Hours

Regular working hours must consist of an 8 1/2 hour, between 06.00 a.m. and

06.00 p.m., Monday through Friday, excluding Government holidays.

1.9.3 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. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer and in accordance with the requirements of EM 385-1-1. For evening/night work, Contractor must submit and have a pre-approved Safety And Lighting Plan specific to the planned work.

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PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 LUMP SUM PAYMENT ITEMS

1.3.1 Payment for Line Item No. 0001 - Full Mobilization and

Demobilization

1.3.1.1 Mobilization

1.3.1.2 Demobilization

1.3.1.3 Unit of Measure

1.3.2 Payment for Line Item No. 0002 - Demolition of Existing Fender

System

1.3.2.1 Unit of Measure

1.3.3 Payment for Line Item No. 0003 - Construction of New Fender

System

1.3.3.1 Unit of Measure

1.4 MISPLACED MATERIAL

1.5 MONTHLY PARTIAL PAYMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

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PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments for this Craney Island (CI) Bulkhead Refurbishment construction contract. Work to be measured is described in the applicable specification sections listed for each Line Item.

Measurement procedures for payment, required quantity surveys and/or procurement documentation and payment restrictions are also described in applicable specification sections. Allocate costs for work not specifically mentioned to the Line Item most closely associated with the work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items. The lump sum prices and payments made for each item listed shall constitute full compensation for furnishing all plant, labor, materials and equipment; and performing any associated Contractor quality controls, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g. CLIN 0001 is the same as Line Item 0001).

The term "CLIN" is a contracting term used in the Quality Control System (QCS) payment system.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation 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

Schedule Of Values; G

Provide a Schedule of Values that indicates a breakdown of lump sum line items into proposed activities. This schedule will become the basis for CLIN and Pay Activity data in the payment system. Submit within 20 calender days after receiving a Notice to Proceed (NTP.

1.3 LUMP SUM PAYMENT ITEMS

Payment items for the work of this Craney Island (CI)contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or lump sum item, are included in the listed job item most closely associated with the work involved. The lump sum price and payment made for each item listed

SECTION 01 22 00.00 10 Page 2 constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for lump sum CLINs will be made in accordance with the Payments listed Under Fixed-Price Construction Contracts clause of Section 00 72 00 CONTRACT CLAUSES. Submit a Schedule of Values within 20 calendar days of Notice to Proceed (NTP) for Government approval. An unbalanced schedule will be returned for revisions. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.3.1 Payment for Line Item No. 0001 - Full Mobilization and Demobilization

This pay item includes all costs connected with the mobilization and demobilization of all of the Contractor's equipment, as defined below, which will be paid for at the contract lump sum price for this item (exclusive of work included in line items 0002 d 0003). Sixty percent (60%) of the lump sum price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining forty percent (40%) will be paid to the Contractor upon completion of a full demobilization at the end of the contract. In the event the Contracting Officer considers that the amount in this item, sixty percent which represents mobilization and forty percent which represents demobilization, does not bear a reasonable relation to the cost of the work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment of actual mobilization costs, as determined by the Contracting Officer, at the completion of mobilization, and actual demobilization costs, as determined by the Contracting Officer, at the completion of demobilization. The determination of the Contracting Officer is not subject to appeal.

1.3.1.1 Mobilization

Full mobilization is defined as the initial movement of the Contractor onto the site and associated documentation in preparation for the start of construction. Full mobilization shall include all costs for operations accomplished prior to commencement of actual construction operations. This shall include, at a minimum, the following:

a. Transportation of personnel, equipment, and materials to the job site.

b. Any required labor and materials to set up working operations including installation of the Contractor's office trailer (i.e.

administrative, electricity, telephone, lay down area preparations, etc.)

c. Construction of access to the construction area.

d. All costs for any other associated work that is necessary in advance of the actual project including establishment of project management and coordination.

e. To support the preparation of the specification required documentation specified as being due before actual construction work can start at the site including, but not limited to, a quality control plan, SECTION 01 22 00.00 10 Page 3 work plans as required by individual specifications, a progress schedule, an accident prevention plan; an activity hazard analysis, and an environmental protection plan.

1.3.1.2 Demobilization

A full demobilization shall include all work required for a final closeout of the project including, but not limited to, permanent transportation of personnel, equipment, and materials from the job site, decommissioning of temporary facilities, and cleanup of all work areas. Except for the new construction areas, all sites shall be returned to their original condition as found at contract award and as determined by the Contracting Officer. Full demobilization should only occur when the Contractor, in agreement with the Contracting Officer, is leaving the site with no expectation that work remains to be completed under the current contract.

1.3.1.3 Unit of Measure

Unit of measure: job.

1.3.2 Payment for Line Item No. 0002 - Demolition of Existing Fender System

This job pay item includes all costs associated with demolition and removal of existing fender system (timber piles, bracing and associated hardware) including partial excavation/removal of concrete pavement for access to buried fender connections behind the bulkhead (exclusive of work included in line items 0001 and 0003). The list of pay activities associated with this Line Item shall be included in the submitted Schedule of Values.

1.3.2.1 Unit of Measure

Unit of measure: job.

1.3.3 Payment for Line Item No. 0003 - Construction of New Fender System

This job pay item includes all costs associated with construction of the new fender system and permanent concrete pavement behind the bulkhead. This line item also includes the installation of required temporary erosion and sediment control measures throughout the site (exclusive of work included in line items 0001 and 0002). The list of pay activities associated with this Line Item shall be included in the submitted Schedule of Values.

1.3.3.1 Unit of Measure

Unit of measure: job.

1.4 MISPLACED MATERIAL

Any material that is deposited elsewhere than in places designated or approved by the Contracting Officer will not be paid for, and the Contractor may be required to remove such misplaced material and deposit it where directed by the Contacting Officer at the Contractor's expense.

1.5 MONTHLY PARTIAL PAYMENTS

Monthly partial payments for items included in the approved Schedule of Values will be based on the total quantities of work items constructed and material placed and approved for each progress billing period; and on Section 01 32 01.00 10 PROJECT SCHEDULE, paragraph 3.2.

SECTION 01 22 00.00 10 Page 4

When additional work is to be added by modification, existing CLIN funding amounts must be updated and new CLINs documenting the modifications must be formally issued. If the contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until the option is awarded by modification. No payment may be requested for Options or Modification CLINs until their contract modification has been funded, signed and loaded into the payment system.

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DIVISION 01 - GENERAL REQUIREMENTS

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ADMINISTRATIVE REQUIREMENTS

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PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION CONFERENCE

1.7.1 Purpose

1.7.2 Discussion Items

1.8 OTHER MEETINGS DURING THE CONTRACT

1.9 MINUTES OF MEETINGS

1.10 LIST OF SUBCONTRACTORS

1.11 NOTICE TO PROCEED (NTP)

1.12 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

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ADMINISTRATIVE REQUIREMENTS

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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 and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only.