SOW_Dredge_Boat_Basin_at_STA_Little_Creek_(18PCR00200).pdf

P/N 6840860

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

ENGINEERING SERVICES DIVISION

SPECIFICATIONS

FOR

DREDGE BOAT BASIN

U.S. COAST GUARD STATION

LITTLE CREEK

VIRGINIA BEACH, VIRGINIA

MAY 2017

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT, RM 2179

1240 EAST NINTH STREET

CLEVELAND, OHIO 44199-2060

AUTHOR: T. PETERSON FINAL SUBMITTAL

TABLE OF CONTENTS

Division Section Title Page

1 GENERAL REQUIREMENTS

01 11 00 Scope of Work 3 01 14 00 Contractor Work Hours 5 01 14 13 Pre-bid Site Visits 5 01 14 14 Pre-Construction Site Conditions 5 01 14 16 Coordination 6 01 14 19 Field Adjustments 7 01 18 17 Environmental Permits 7 01 26 13 Request for Information 7 01 31 19 Project Meetings 10 01 32 16 Construction Schedule, Schedule of Values and Progress Schedule

01 32 26 Construction Daily Reports 11 01 33 00 Submittal Procedures 12 01 35 29 Safety Program 13 01 51 00 Temporary Utilities 13 01 55 00 Access Roads and Parking 14 01 55 29 Staging Areas and Access 14 01 56 00 Lights, Signs & Barricades 15 01 57 23 Pollution Control 15 01 58 00 Marine Lights and Signals 16 01 65 00 Recovered Materials Notice 16 01 66 13 Hazardous Waste 17 01 66 16 Safety Data Sheets and Material Handling

Procedures

01 74 00 General Cleanup and Site Restoration of Work Areas

01 78 00 As Built Drawings 19 List of Submittals 20 Contract Item Acceptance Request 21

35 WATERWAY AND MARINE

CONSTRUCTION

35 20 53 Dredging 22

DIVISION 1

(April 2014 Version)

SECTION 01 11 00

SCOPE OF WORK

1. WORK INCLUDED: Major items of work shall include the following:

1.1 Base Work Items:

1.1.1 Project Mobilization and Demobilization

1.1.2 Soundings: Perform before and after soundings of the entrance channel and mooring area adjacent to Coast Guard station by a Coast Guard approved registered surveyor. Provide the calculated quantity of dredged material (cubic yards) to a depth of (-) 8 feet below Mean Lower Low Water 1983-2001 (MLLW). MLLW corresponds to elevation (-) 1.82 feet North American Vertical Datum of 1988 (NAVD88). Also, provide quantity calculation for over-depth dredging to a depth of (-) 9 feet below MLLW, for the material removed. The Contractor shall take all measures and precautions to ensure the dredge depth does not exceed the maximum dredging elevation. Additional dredging quantities (Item No. 1) are to be determined by the “before and after” soundings.

1.1.3 Base Dredging: Coordinate with USCG Station personnel to move station vessels to accommodate dredging operations. Contractor to move floating piers and gangways so that dredging can be completed as shown on the construction drawings. Replace floating piers and gangways at completion of dredging. Dredge the channel and mooring area of USCG Station Little Creek to limits and cross sections shown by mechanical means to a depth of (-8) feet Mean Lower Low Water (MLLW). Deposit dredge material on barges, transport by barge to an unloading site selected by the Contractor, unload, and transport by truck to the Clearfield MMG, Inc. Materials Recovery Facility dredge material placement site. The contractor shall pay all tipping fees and submit all manifests and information required by the selected landfill. The estimated amount of material to be removed from within the specified limits, including side slopes and exclusive of over-depths is 342cubic yards. Provide additional cubic yards of dredge material needed to achieve project depth requirements as described in Item No. 1.

1.1.4 Over Dredging: Dredge the channel and mooring area of USCG Station Little Creek to a maximum depth of (-9) feet MLLW. The estimated amount of over-depth dredging from within the specified limits, including side slopes, is 209 cubic yards.

1.2 Items:

1.2.1 Item No. 1, Additional Dredging: Provide a unit cost per cubic yard of additional material removed from the mooring area. Additional dredging is intended to remove any shoaling or sedimentation that has occurred since the May 10, 2016 hydrographic survey included in the Drawings and the “Before” hydrographic survey. The unit cost shall include all costs for labor and equipment for dredging, transport, and disposal. The unit cost shall not include mobilization and demobilization. The basis of this additional dredge material quantity will be the difference between the base dredging plus over-dredge quantity of 551 cubic yards, and the quantity calculated from the before soundings. Unit price shall be based on an estimated total of 50 cubic yards of additional dredge material removed from the channel and mooring area.

1.3 Work associated with these items is described in the following specification sections and/or are shown on the contract drawings. Incidental work items not listed above and necessary for completing the project shall be included.

1.4 Permit Information:

1.4.1 Disposal Site: The Contractor shall comply with all requirements of the Disposal Agreement. This agreement is posted with the solicitation. The contractor shall make arrangements for disposal of excavated materials directly with the Clearfield MMG, Inc.

Materials Recovery Facility. Any other sampling and testing required or necessary to use the Clearfield MMG, Inc. Materials Recovery Facility dredge material placement site for the dredge disposal material will be the Contractor’s responsibility and expense.

1.4.2 The contractor shall perform all work according to the conditions of:

• U.S. Army Corps of Engineers Permit (NAO-2016-01958) and Permit (13-RP-02),

• Virginia Marine Resources Commission Letter VMRC #16-1723, and

• Disposal Agreement.

These permits and letters are posted with the solicitation.

MORATORIUM: Not applicable

2. DRAWINGS: Drawings and the accompanying specifications are the property of the Government and comprise legal documentation that pertains exclusively to this project.

Drawings will be made available in a format determined by the solicitation method. CEU Cleveland will not provide hard copies of drawings.

2.1 Construction Drawings: CG DWG. 8374-D, Sheets 1 thru 5 of 5

2.2 Reference Drawings: None

2.3 Reference Documents: C8374 Sediment Sampling Report.pdf

C8374 USACE Permit.pdf C8374 Disposal Agreement.pdf C8374 VMRC Letter.pdf

SECTION 01 14 00

CONTRACTOR WORK HOURS

1. WORK HOURS: Accomplish work during normal unit operational hours of 7:30 a.m. to 4:30 p.m., Monday through Friday unless otherwise approved by the Coast Guard. Note any departures from these work hours on the Daily Reports.

2. SATURDAY, SUNDAY AND HOLIDAYS: The contractor shall provide the Contracting Officer's Representative at least forty-eight hours advance notice prior to working on weekends or Federal holidays. The Government may reject any such request without impacting the completion time of the contract.

3. CONTRACT COMPLETION: The contractor shall complete work within the time frame indicated upon issuance of the Notice to Proceed. Limitations imposed by these work hours will not entitle the Contractor additional time to complete the project. Refer to FAR Clause 52.211- 10 "Commencement, Prosecution and Completion of Work".

SECTION 01 14 13

PRE-BID SITE VISITS

1. GENERAL: Bidders are responsible for visiting the site to field verify existing conditions and determine actual dimensions and the nature of the work required. Failure to visit the site does not relinquish the bidder from determining the extent and scope of the work required and estimating the difficulty and cost to complete the project. Requests for equitable adjustments, in either time or money, arising from failing to field verify site conditions may be denied. Provisions regarding the site visit requirements are outlined in FAR Clause 52.236-3 “Site Investigation and Conditions Affecting the Work”.

2. SITE VISIT: Arrange pre-bid site visits to verify existing conditions with the Engineering Petty Officer, U.S. Coast Guard Station Little Creek at (757) 464-9372. Schedule site visit at least seven (7) days in advance, and the visit shall be during the normal unit operational hours, Monday through Friday, 0700 through 1600. The Engineering Petty Officer may limit hours of access or levy certain restrictions regarding visits to the site.

SECTION 01 14 14

PRE-CONSTRUCTION SITE CONDITIONS

1. SITE CONDITION VERIFICATION: The Contractor shall verify the conditions of the existing site, equipment and facilities potentially affected by the work under this contract and photograph and/or videotape the conditions in order to document their pre-construction condition. Copies of the photos and videos shall be submitted to the Contracting Officer prior to starting work.

2. UTILITIES: The contractor shall use proactive measures such as digging, metering, testing, underground utility location devices, and utility company location services to locate all underground utilities identified in the area of work at no additional expense to the Government.

Additional cost of unplanned outages and repair of damaged utilities, including emergency repairs by others, not properly identified by the Contractor shall be the Contractor’s responsibility.

SECTION 01 14 16

COORDINATION

1. INTERFERENCE WITH COAST GUARD OPERATIONS: Accomplish work in a manner that causes minimal impact on normal operations. The Contractor shall notify the Contracting Officer’s Representative at least five working days in advance of any planned outages of water, electrical, telephone, or sanitary facilities. Notify the Contracting Officer’s Representative at least one week prior to beginning construction.

2. MILITARY STATION REGULATIONS:

2.1 The Contractor, his employees, and subcontractors shall become familiar with and obey all station regulations. All personnel employed on the project shall keep within the limits of the work and avenues of ingress and egress, and shall not enter any other areas outside of the site of the work unless required to do so in the performance of their duties. The Contractor's equipment shall be conspicuously marked for identification.

2.2 There shall be NO SMOKING in any Coast Guard building.

2.3 Storage Areas: The Contracting Officer’s Representative will determine exact location and boundaries of staging areas. Under no circumstances shall materials be stored in areas that will interfere with aircraft operations.

2.4 Storm Protection: If a gale force wind warning or higher is issued, take precautions to minimize any danger to persons and protect the work and nearby Government property.

Precautions shall include, but not be limited to, closings, removing loose materials, tools and equipment, from exposed locations. Remove and secure scaffolding and temporary work. Close openings in the work area if storms of lessor intensity are imminent.

3. AIDS TO NAVIGATION EQUIPMENT:

3.1 General: Coordinate relocation and/or disconnection of aids to navigation equipment with the ANT at least one week prior to any work directly affecting the operation of AtoN equipment. Perform all electrical work, including connections and/or terminations of wiring, as indicated on the drawing(s). Lift, position and reset AtoN as noted on the drawings. Install new equipment and accompanying wiring and components as indicated.

3.2 Notification: Contractor shall contact Commander, Fifth Coast Guard District (dpw) at

(757) 398-6486 for issuance of "Notice to Mariners" a minimum of 10 (ten) days in advance of taking any AtoN equipment out of service. The duration in which AtoN equipment is out of service shall be limited as indicated and/or dictated by (dpw). Installation and operation of temporary AtoN equipment will be required when the outage will exceed the duration prescribed.

SECTION 01 14 19

FIELD ADJUSTMENTS

1. The Contracting Officer’s Representative may authorize field adjustments. Field adjustments are those alterations that do not affect time, price, or intent of the contract documents. All field adjustments shall be documented in the Daily Reports and on the As-Built Drawings.

SECTION 01 18 17

ENVIRONMENTAL PERMITS

1. Unless directed by other sections of this specification, the Contractor will not be responsible for obtaining environmental permits.

SECTION 01 26 13

REQUESTS FOR INFORMATION

1. SUMMARY:

1.1 Section Includes: Administrative requirements for requests for information.

2. DEFINITIONS:

2.1 Request for Information: A document submitted by the Contractor requesting clarification of a portion of the contract documents, hereinafter referred to as RFI (Request for Information).

2.2 Proper RFIs: A properly prepared request for information shall include a detailed written statement that indicates the specific Drawings or Specification in need of clarification and the nature of the clarification requested.

2.2.1 RFIs shall be sequentially numbered.

2.2.2 Drawings shall be identified by drawing number and location on the drawing sheet.

2.2.3 Specifications shall be identified by Section number, page and paragraph.

2.3 Improper RFIs: RFIs that are not properly prepared.

2.3.1 Improperly prepared RFIs will not be processed by the Contracting Officer, but will be returned unprocessed.

2.4 Frivolous RFIs: RFIs that request information that is clearly shown on the Contract Documents.

2.4.1 Frivolous RFIs may be returned unprocessed.

3. CONTRACTOR’S REQUESTS FOR INFORMATION:

3.1 When the Contractor is unable to determine from the Contract Documents, the material, process or system to be installed, the Contracting Officer shall be requested to make a clarification of the indeterminate item.

3.1.1. Wherever possible after contract award, such clarification shall be requested at the next site visit by the Contracting Officer’s Representative (COR), with the response entered on the daily reports. When clarification at the COR’s site visit is not possible either because of the urgency of the need, or the complexity of the item, Contractor shall prepare and submit an RFI to the Contracting Officer.

3.2 Contractor shall endeavor to minimize the number of RFIs. In the event that the process becomes unwieldy, in the opinion of the Contracting Officer because of the number and frequency of the RFIs submitted, the Contracting Officer may require the Contractor to abandon the process and submit future requests as either submittals, substitutions or requests for change.

3.3 RFIs shall be submitted on the form provided by the Contracting Officer. Forms completely filled in, and if prepared by hand, shall be fully legible after photocopying or fax transmission. Each page of the attachments to RFIs shall bear the RFI number in the upper right corner.

3.4 RFIs shall be originated by the Prime Contractor.

3.4.1 RFIs from subcontractors or material suppliers shall be submitted through, reviewed by, and signed by the Prime Contractor prior to submitting to the Contracting Officer.

3.4.2 The Contracting Officer will neither act on nor respond to RFIs received directly from subcontractors or suppliers.

3.5 Contractor shall carefully study the Contract Documents to assure that the requested information is not available therein. RFIs which request information available in the Contract Documents will be deemed either Improper or Frivolous as defined above.

3.6 In cases where RFIs are issued to request clarification of coordination issues, for example, pipe and duct routing, clearances, specific locations of work shown diagrammatically, and similar items when feasible, Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit with the RFI.

3.7 RFIs shall not be used for the following purposes:

3.7.1. To request approval of submittals.

3.7.2 To request approval of substitutions.

3.7.3 To request changes which entail additional cost or credit.

3.7.4 To request different methods of performing work than those drawn and specified.

3.8 In the event the Contractor believes that a clarification by the Contracting Officer results in additional cost or time, the Contractor shall not proceed with the work indicated by the RFI until a modification is prepared and approved. RFIs do not automatically justify a cost increase in the work or a change in the project schedule.

3.8.1 Answered RFIs shall not be construed as approval to perform extra work.

3.9 Contractor shall prepare and maintain a log of RFIs, and at any time requested by the Contracting Officer, Contractor shall furnish copies of the log showing outstanding RFIs.

Contractor shall note unanswered RFIs in the log.

3.10 Contractor shall allow up to 14 days review and response time for RFIs, however, the Contracting Officer will endeavor to respond in a timely fashion to RFIs.

3.11 The Government reserves the right to issue a change order to expedite the work per FAR Clause 52.243-4, Changes.

4. CONTRACTING OFFICER’S RESPONSE TO RFIs:

4.1 Contracting Officer will respond to RFIs on one of the following forms:

4.1.1 Proper RFIs:

4.1.1.1 Change Order

4.1.1.2 Request for Proposal

4.1.2 Improper or Frivolous RFIs:

4.1.2.1 Unprocessed RFIs will be returned with a stamp or notation: Not Reviewed.

4.1.3 Answers to properly prepared RFIs may be made directly upon the RFI form with supplementary instructions as necessary.

SECTION 01 31 19

PROJECT MEETINGS

1. LOCATION: Project meetings will be conducted either on-site or with a conference call.

The following meetings may be held:

1.1 Pre-Construction Conference: After award of a contract, the Coast Guard will arrange a conference with the contractor, and necessary Coast Guard personnel. The purpose of this conference is to orient the Contractor to Government procedures for wage rates, contractual and administrative matters, and to discuss specific issues regarding actual construction.

1.2 Progress and Technical Review Meetings: These meetings generally take place at the project site. Either party may request a meeting to review the progress of the project and/or review or clarify the technical requirements of the specifications.

SECTION 01 32 16

CONSTRUCTION SCHEDULE, SCHEDULE OF VALUES,

AND PROGRESS SCHEDULE

1. In accordance with the Notice to Proceed letter, the Contractor shall submit the following:

1.1 Construction Schedule-This schedule shall be prepared using a horizontal bar graph with time scale. It shall be in an industry accepted Project Management format and shall accurately display:

1.1.1. All major categories of work to be performed within the required contract completion date broken out in sufficient detail to track progress throughout the life of the contract. Major work categories should include but are not limited to mobilization, carpentry, plumbing, mechanical, electrical, roofing, concrete, site work, and demobilization. In addition to construction activities, procurement times for critical items, submittal turnaround time, mobilization, final inspection, punchlist work, and demobilization shall be shown on the schedule.

1.1.2 The duration of each work category.

1.1.3 Any concurrent work categories.

1.2 Schedule of Values-This schedule shall be prepared as a detailed cost breakdown of the contract price and be submitted with the Construction Schedule. This schedule shall include but not be limited to costs of materials, equipment, and labor for all major work categories shown on the Construction Schedule. The Contractor shall adhere to the following guidelines when developing the Schedule of Values.

1.2.1. Format - The line items in the Schedule of Values shall be the same as that of the Construction Schedule.

1.2.2 Bonds - Bonding costs will only be paid in a lump sum if they are broken out separately and included with the schedule of values. The Contractor shall provide evidence that he has furnished full payment to the surety.

1.2.3. Materials - To request progress payments for materials delivered to the construction or fabrication site, the particular category of work associated with the materials must be broken down into separate material and labor costs.

2. UPDATES: Each month and /or with each progress payment request, the Contractor shall submit the following:

2.1 Progress Schedule-This schedule shall be an update of the Construction Schedule. It shall show the current schedule of all work.

2.1.1 Modifications - If modifications are made to the contract, the work added shall be tracked separately from the original Construction Schedule and shall maintain its individuality on the Progress Schedule throughout the life of the contract. Progress Payment requests shall not lump modification costs into the original contract price.

SECTION 01 32 26

CONSTRUCTION DAILY REPORTS

1. GENERAL: The Contractor shall complete a Daily Report for each and every day after mobilization. The importance of an accurate, fully detailed Daily Report, promptly delivered to the designated On-Site Representative cannot be overemphasized. The report shall provide an accurate cumulative summary of the history and performance of the work. The Daily Report shall document weather; work hours; work in-place; inspections and tests conducted, and their results; dimensional checks; equipment and material checks; data on workers by classification;

the mobilization and demobilization of construction equipment; materials delivered to the site;

and any other pertinent noteworthy event; e.g., personnel injury, site visit by Coast Guard personnel, etc.

2. RESPONSIBILITY: The Daily Reports play an important role in settling disputes and claims for both parties. For this reason the On-Site Representative and the Contractor's Superintendent, together, should review the report to ensure its completeness and accuracy.

Each day's report shall be submitted to the On-Site Representative no later than 10:00 a.m. the following morning. The maximum allowable retainage will be enforced for late, sporadic or non-submission of Daily Reports. In the absence of an On-Site Representative the Contractor shall mail the Daily Reports directly to the Contracting Officer every Friday. Should the Daily Report indicate an accident, environmental issue, OSHA violation or any crisis the On-Site Representative deems important, the Report should be faxed immediately to the Contracting Officer at (216) 902-6278.

3. DESIGNATED ON-SITE REPRESENTATIVE RESPONSIBILITY: After a Notice to Proceed for site work has been issued the On-Site Representative shall complete a Daily Report for each day until the Contractor mobilizes. After the Contractor is at the site, the On-Site Representative shall ensure that the Contractor completes the Daily Report in accordance with Paragraphs 1 and 2 above. Any items of dispute or other notes the On-Site Representative feels appropriate shall be added to the Daily Report. The On-Site Representative is also responsible for informing the COR when the contractor fails to submit daily reports.

SECTION 01 33 00

SUBMITTAL PROCEDURES

1. GENERAL: The Contractor shall submit to the Contracting Officer (4) copies of submittals required by this specification and/or itemized on the "List of Submittals" found at the end of this division.

2. REQUEST: A "CONTRACT ITEM ACCEPTANCE REQUEST" shall accompany all submittals. All items shall be individually listed and clearly identified, referencing the applicable Section and Paragraph. A copy of this form is located at the end of this division and may be reproduced as needed.

2.1 Up to eight (8) items may be listed on an individual acceptance request. Number each Contract Item Acceptance Request consecutively (Submittals # 1, 2, etc.) and re-submittals with letters (Submittal #1A is the first re-submittal of Submittal #1).

2.2 Submittals shall be forwarded to the Contracting Officer. The contractor shall allow 14 calendar days, excluding mailing time, for the review process in the Construction Schedule and all project planning. In instances where submittal review must be expedited, the Contractor may annotate the Contract Item Acceptance Request as "Urgent" and provide a FAX number for prompt return. The Coast Guard will make every effort to accelerate the review of each urgent submittal; however, the Contractor should not anticipate a reduced time schedule and shall plan project progress accordingly.

3. ACCEPTANCE: Submittals will be stamped "Accepted," "Accepted with Comments," or "Resubmit". Acceptance, Acceptance with comments or Resubmit for each item will be indicated on the Contract Item Acceptance Request form and one copy returned to the Contractor.

3.1 Prompt re-submittal of items is required. The Contractor shall furnish a new Contract Item Acceptance Request numbered in accordance with the requirements of paragraph 2.1.

4. DEFECTIVE WORK: Acceptance of Submittals does not restrict the Government's right to reject departures from contract requirements, use of damaged or improperly installed items/materials, or latent defects, nor does it prejudice the Government's rights of rejecting any work found defective at Final Inspection and Acceptance.

4.1 Work started or completed prior to submittal acceptance is solely at Contractor's risk and may jeopardize contract performance.

SECTION 01 35 29

SAFETY PROGRAM

1. GENERAL: The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property, and avoids work interruptions. The Contractor shall provide appropriate safety barricades, signs, signal lights, etc. (see Section 01 56 00, “Lights, Signs & Barricades”) as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.

2. COMPLIANCE: The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work.

The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

3. SAFETY PLAN: The Contractor shall submit a written safety plan. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work; e.g., elevated working surfaces, working over water, working from floating work platforms, overhead crane operations, etc.

SECTION 01 51 00

TEMPORARY UTILITIES

1. GENERAL: All temporary utility connections shall be compatible with existing materials and equipment to provide safe and efficient installation, operation and removal. There are no utilities available on site. The contractor shall provide portable generation, water, portable toilets and other services necessary to complete the project.

2. ELECTRICITY AND WATER: Electrical power and water are available on the site. The Contractor will be permitted to utilize these utilities in performing the work, provided that the existing systems are not overloaded. The Contractor is responsible for installing and removing all connections to existing systems and shall ensure work and materials are in accordance with local codes. The use of the electricity shall be limited to tools that can be operated on 60 Hertz, single phase, 20 ampere, 120 volt circuits.

3. TELEPHONE: Telephone services will not be available for use by the Contractor.

4. WATER HOOKUP: All connections to the water system shall be equipped with back flow protection. Temporary potable water pipes and hoses shall be sterilized before being placed in operation and every time the system is opened to the atmosphere for repair or relocation.

5. SANITARY FACILITIES: It shall be the Contractor's responsibility to furnish and maintain approved portable toilet facilities for all Contractor personnel. The On-Site Representative will designate the physical location for the facility and the Contractor shall maintain the toilet facility to the satisfaction of the Government. Contractor personnel are forbidden to use toilet facilities within existing buildings.

SECTION 01 55 00

ACCESS ROADS AND PARKING

1. ACCESS: Access to the site is available from public roads. Any damage to these roads by the Contractor's vehicles shall be repaired without cost to the Government.

2. PARKING: Vehicular operations and parking shall comply with all applicable government orders and regulations. All driveways and entrances serving the Government shall be kept clear and available to emergency vehicles at all times.

3. VEHICLE AND VEHICLE OPERATION: All vehicles, owned by the Contractor or employees of the Contractor, and operators of these vehicles, shall meet all state regulations for safety, noise, loading and minimum liability insurance. All vehicle operators demonstrating reckless or careless operation in the opinion of the Government shall not be allowed to operate vehicles on government property for the duration of the contract.

4. VISITORS: No visiting vehicles will be permitted on government property unless the operator is employed by a subcontractor or supplier.

SECTION 01 55 29

STAGING AREAS AND ACCESS

1. LOCATION: The Contractor shall store materials and operate equipment within the confines of the staging area identified by the Government. Storage of materials outside of the staging area will not be permitted.

2. COORDINATION: Two weeks prior to construction, the Contractor shall contact the Engineering Petty Officer, MKC Jeffrey Cancel, U.S. Coast Guard Station Little Creek, at (757) 464-9372, to verify the condition of the staging area.

3. ADJACENT AREAS: The Contractor shall ensure that all land and vegetation adjacent to the staging area and access drive remain undisturbed and undamaged; all damages shall be repaired at no cost to the Government.

SECTION 01 56 00

LIGHTS, SIGNS & BARRICADES

1. GENERAL: The contractor shall provide and maintain all warning lights, sign, and barriers to insure the safety of pedestrians or vehicles traveling near or through any hazardous area caused by the execution of the Contract work.

2. LIGHTING: All lighting requirements shall meet table 7-1 in the US Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1-1).

3. BARRICADES: Hard barricades or flexible barriers shall completely encompass all exterior work areas. Flexible barriers shall consist of 1/2 inch steel bars or 2" X 2" wood stakes driven 12 inches minimum into hard packed soil. Space stakes on a maximum 10 feet interval and with two rows of yellow or orange 1/4 inch diameter rope (wire and plastic tape are not acceptable) at 24 inches and 36 inches each above ground.

4. HAZARD FENCING: Special fencing 4 foot high shall be installed to prevent small children or pets from entering the work area when within 300 feet of family housing or for special hazards as shown on the drawings.

SECTION 01 57 23

POLLUTION CONTROL

1. VOLATILE ORGANIC COMPOUND (VOC) REGULATIONS: Contractors are required to comply with local, state and federal VOC compliance laws and regulations in the foregoing order of precedence. In order to comply with the provisions of the Clean Air Act, each state must have a State Implementation Plan. Some contractors may be required to abide by the provisions of a Title V Permit. Some contractors may be required by state or local law to operate under the terms of a Compliance Plan to reduce VOC Emissions.

1.1 In accordance with the Notice to Proceed Letter, the contractor will submit copies of any local, state or federal implementation plans, permits or compliance plans required/applicable to the use/application of VOCs at contractor's facility or offsite work places.

1.2 If no local, state or federal implementation plans, permits or compliance plans are required/applicable to the use/application of VOCs, then the contractor shall submit to the designated Contracting Officer a letter, notarized under oath, that such documents are not required.

1.3 If the use of paint is required the contractor shall submit to the Contracting Officer and in accordance with the Notice to Proceed Letter, certificates, specifications or manufacturing data verifying the VOC rating.

2. SPILL RESPONSE PLAN: The Contractor shall submit a Spill Response Plan covering all regulated materials brought to the site for execution of work and all wastes generated as a result of the work to the Contracting Officer. The plan shall include, at a minimum, the following: types and quantity of all substances covered under this plan; the reportable quantity (RQ) for each substance; the on site storage location of each substance; the Contractor's spill response equipment, if applicable; procedures to be followed for responding to a spill, including initial responses to be taken; procedures to be followed in reporting a spill, including the names and telephone numbers for all federal, state, and local agencies/authorities to be notified; and the name, address, and telephone number (work, home, cell and pager) of all Contractor response and media relations personnel.

2.1 In the event of a spill or release, the Contractor shall be responsible for immediate implementation of the spill response plan and restoration of the site to pre-spill condition at no cost to the Government. The Contractor shall also immediately notify the Contracting Officer to coordinate further notifications.

SECTION 01 58 00

MARINE LIGHTS AND SIGNALS

1. GENERAL: The Contractor's Marine equipment shall display such lights and day signals as may be required under applicable Navigation Rules. The Contractor shall inquire at the nearest Coast Guard Marine Safety Office for specific information on these rules. The Contractor to the satisfaction of the Contracting Officer shall mark offshore structures during all phases of construction and removal. Contractor shall provide any lights, daymarkers or buoys required. Contractor shall contact Commander, Fifth Coast Guard District (dpw) at (757) 398- 6486 for issuance of "Notice to Mariners" a minimum of 10 (ten) days in advance of commencing any work.

SECTION 01 65 00

RECOVERED MATERIALS NOTICE

1. GENERAL: It is the intent of CEU Cleveland to comply with the requirements of Section 6002 of the Solid Waste Disposal Act as amended by the Resource Conservation and Recovery Act (RCRA or the Act) as amended, 42 U.S.C. 6962 and Executive Order 12873 as they apply to the procurement of the materials designated in paragraph 2.

2. DESIGNATED RECOVERED MATERIALS: It is the purpose of this section to designate items that are or can be made with recovered materials. These designated items can be found at http://www.epa.gov/epaoswer/non-hw/procure/products.htm .

3. CONTRACTOR RESPONSBILITY: The contractor should provide recycled materials to the extent practical, provided the materials meet all other requirements of the applicable specification section.

SECTION 01 66 13

http://www.epa.gov/epaoswer/non-hw/procure/products.htm

HAZARDOUS WASTE

1. GENERAL: The Contractor shall comply with all federal, state, and local environmental regulations dealing with the generation, management, storage, and disposal of solid, toxic, and hazardous wastes. The Contractor shall ensure that all wastes are properly containerized, labeled and placarded, managed, tested, stored, documented/manifested, transported and disposed of in accordance with all applicable regulations.

2. USED ELECTRIC LAMPS: 40 CFR 273 requires that electric lamps, including incandescent, fluorescent, neon and high intensity discharge (mercury vapor, high/low pressure sodium, metal halide) lamps that are no longer of use be recycled or treated as hazardous waste.

The Contractor shall not dispose of any used electric lamps as solid waste. The Contractor shall recycle all waste electric lamps generated as a result of this work only at a licensed recycling facility.

3. METALS: Unless noted otherwise, scrap metal shall not be landfilled or treated as hazardous waste. Recycle all scrap metal by smelting or any other acceptable recycling process.

Scrap metal includes ductwork, light fixture housings, pipe, mechanical and electrical equipment, doors and frames, etc.

4. SUBMITTALS: The Contractor shall provide the Contracting Officer with signed and fully executed originals of all hazardous waste profiles, test results, hazardous waste manifests and/or other shipping papers, electric lamp disposal documents and all other required documentation. Maximum payment retention shall be withheld until this documentation is received.

SECTION 01 66 16

SAFETY DATA SHEETS AND MATERIAL HANDLING PROCEDURES

1. DATA SHEETS: Submit a Safety Data Sheet (SDS) for all materials containing hazardous substances required for contract execution. Information provided in SDS’s shall meet the requirements of 29 CFR 1910.1200. SDS’s require Contracting Officer review and acceptance prior to bringing these materials on site.

2. MATERIAL STORAGE: Limit the quantity of these materials stored on site to the amount needed for execution of work. Storage of excess materials will not be permitted. Assure that the storage of these materials comply with all applicable federal, state, and local laws and regulations and provide additional storage facilities (paint lockers, etc.) as required for the storage of such materials. Coordinate the physical location of storage areas with the On-site Representative prior to bringing these materials on site.

3. PROTECTIVE MEASURES: The contractor shall take all protective measures outlined on the SDS’s and as required by federal, state, and local regulations to protect all personnel in the vicinity of the work area from exposure to these materials. The Contractor shall include any required protective measures in the Safety Plan (See Section 01 35 29, “Safety Program”). The

Contracting Officer's Representative shall review protective measures prior to allowing use of these materials.

4. DISPOSAL OF EXCESS MATERIAL: The Contractor shall dispose of all excess hazardous materials as required by the SDS and all applicable federal, state, and local laws and regulations.

SECTION 01 74 00

GENERAL CLEANUP & SITE RESTORATION OF WORK AREAS

1. GENERAL: The Contractor shall remove and properly dispose of all trash and debris incidental to the contract work from the limits of government property, as well as all adjacent affected areas. The Contracting Officer shall determine the extent and interval of these cleanups.

2. WORK AREA CLEANUP: At the end of each day the entire work area and all adjacent affected areas shall be thoroughly cleaned by removing all trash, debris, dust, etc. caused by the contract work. Any floor, wall or ceiling surfaces that may have been stained or soiled by the contract work shall be restored to pre-construction condition.

3. SITE RESTORATION: If at any time while performing the contract the Contractor causes damage or destruction to any portion of any Government facility or grounds; e.g., bulkheads, pavement, lawns, shrubbery, etc., it shall be the Contractor's responsibility to replace and/or restore the damage as approved by the Contracting Officer’s Representative at no additional cost to the Government.

4. POST CONSTRUCTION CLEANUP: Upon completion of the job, the Contractor shall clean up the job site, returning it to a state of cleanliness equal to or exceeding that in which it was found. The Contractor shall properly dispose of any trash, extra materials, dirt, debris, or other litter that remains. If the job site appearance is not to the satisfaction of the Contracting Officer’s Representative, final acceptance will not be approved.

SECTION 01 78 00

AS BUILT DRAWINGS

1. GENERAL: Maintain one full size set of contract drawings to record variations from the original design. All deviations shall be neatly and clearly marked in RED on these drawings to show work and/or materials actually provided. As Built drawings shall be updated as work progresses and kept at the work site for the duration of the contract. These drawings shall be available for Contracting Officer Representative review upon request.

2. DISCOVERED UTILITIES: Indicate the exact location of any underground utility lines discovered in the course of the work on the As-Built drawings.

3. PERMITTED VARIATIONS: As Built drawings shall reflect the actual construction and materials provided when alternative materials or work methods are allowed in the specifications and/or drawings or if the scope is altered by award of bid items, subsequent changes or modifications.

4. STANDARDS: Variations shown on As Built drawings shall be neat, clear and conform with standard drafting practices. Mark-ups shall include supplementary notes, legends, and details necessary to convey the exact representation of construction actually provided. To comply with Computer Assisted Design (CAD) practices, only full size AS BUILT drawings are acceptable.

5. SUBMITTAL: Submit As Built drawings for Contracting Officer acceptance upon completion of the contract. Final payment will not be made until all required As-Built drawings are accepted. Maximum retention shall be withheld for late or incomplete As Built drawings.

LIST OF SUBMITTALS

SECT PARA ITEM KEY GENERAL USE COLUMN

01 14 14 1 Pre-Con Site Conditions 01 32 16 1.a Construction Schedule 1.b Schedule of Values 2.a Progress Schedule 01 35 29 3 Safety Plan 01 57 23 1.1 State Implementation Documentation

1.2 Notarized Letter

1.3 VOC rating documentation

2 Spill Response Plan 01 66 13 4 Hazardous Waste Documents

01 66 16 1 SDS

01 78 00 5 As-Built Drawings

35 20 23 1.2 Registered Surveyor Information

1.9.3 Dredge Off-load Plan

2.3 Turbidity Curtain Information

3.2.1 Sounding Data, Pre-, and Post-Dredge

3.2.2 Drawings

3.2.3 Calculations

3.3.15 Tipping Manifests

CONTRACT ITEM ACCEPTANCE REQUEST

Contract Number: HSCG83- DO/TO: HSCG83- Contract Specialist: Project Number:

Contractor Name:

URGENT YES NO (if yes) CONTRACTOR FAX #: _______________________

Submittal #_____________________ Job Location: ___________________________________

NOTE: Contractor must mark Deviation column if submittal deviates from contract requirements

Item No.

Spec Section and Paragraph

Description of Material Include Type, Model #, Manufacturer, Etc.

Deviation Status

STATUS ABBREVIATION GUIDE:

AC - Accepted AC w/ CMT - Accepted with Comment R-Resubmit Comments:

Typed Name & Title Signature Date

NOTE: Review and acceptance of submittals by the Government is intended to verify general conformance with the design intent as shown on the contract drawings and in the specifications. Acceptance by the Contracting Officer’s Representative does not relieve the Contractor of responsibility for any errors and/or omissions in the submittals, nor from the responsibility for complying with the requirements of the contract, except with respect to variations described and approved in accordance with FAR 52.243-4 CHANGES.

SECTION 35 20 23

DREDGING

PART 1-GENERAL

1.1 Work Included: This section covers the maintenance dredging for the channel and mooring area at Station Little Creek, Virginia Beach VA, and disposal of the dredged materials.

1.2 Registered Surveyor: The Contractor shall obtain an approved registered surveyor to perform before and after soundings of areas to be dredged, to prepare drawings showing all of the sounding data, and to calculate the dredge quantity based on the before, and after soundings.

Surveyor shall be experienced in hydrographic survey work. The Contractor shall submit for approval the name, address, telephone number, State Registration Number and firm literature or resume for two surveyors. The Contractor shall use the services of the approved surveyor only.

The approved surveyor will be referred to as the registered surveyor in this specification. See paragraphs 3.2.1, 3.2.2 and 3.2.3 for sounding, drawing, and calculation requirements.

1.3 Disposal:

1.3.1 The Government has performed sampling and testing of material, including physical and chemical analysis. Sediment sampling was completed at three (3) locations (SS-1, SS-2, and SS- 3). Sampling was performed from 0.8 to 3.4 feet below the surface of the sediment. The sediment sampled generally consisted of light to dark gray well-sorted, fine- to medium-grained sand (SW) and tan to dark gray silty sand (SM). Some organics (wood fragments, peat and shells) were observed from approximately 1.3 to 1.8 feet at SS-2 and approximately 1.4 to

2.4 feet at SS-3. No petroleum odor or sheen was observed at the sediment sample locations. A slight hydrogen sulfide odor was noted throughout the sediment samples. Grain size analysis indicated that 6.6 % to 24.2 % of the material was finer than a #200 sieve. Of the analytes tested, the laboratory results indicated that the sediment can be characterized as a non-hazardous waste and is approved for disposal at the Clearfield MMG, Inc. Materials Recovery Facility dredge material placement site as dredge sediment. The Sediment Sampling and Analysis (SSA) Report is posted with the solicitation.

1.3.2 Offload material from barges and transport to Clearfield MMG, Inc. Materials Recovery Facility dredge material disposal site. The Contractor shall comply with all requirements as outlined in the Disposal Agreement. The Disposal Agreement is posted with the solicitation.

The Contractor shall make arrangements for disposal of dredged material directly with the Clearfield MMG, Inc. Materials Recovery Facility. All tipping and permitting fees, and any other sampling and testing required or necessary to use the Clearfield MMG, Inc. Materials Recovery Facility disposal site for the dredge disposal material shall be the Contractor’s responsibility and expense. In accordance with the Disposal Agreement, the Contractor shall pay the appropriate fee per ton of material placed within the facility each month. Total dredge volume disposed is not to exceed 551 cubic yards based on the USACE and Virginia DEQ permits, though the maximum of 601 cubic yards is allowed under this contract. Submit a copy of all landfill-required disposal manifests to the Contracting Officer. Documentation such as manifests or weigh slips must be provided by the Contractor upon transportation and disposal of dredge material at the Clearfield MMG, Inc. Materials Recovery Facility

1.4 Measurement:

1.4.1 Measurement: Material removed will be measured by cubic yard in place by means of soundings taken before, and after dredging. The registered surveyor will take before, and after soundings.

1.5 Environmental Protection: Contractor shall comply with all the federal, state and local regulations regarding air, noise, and water pollution.

1.6 Permits: The contractor shall perform all work according to the conditions of the regulatory permits and disposal agreements:

1.6.1 C8373 USACE Permit (NAO-2016-01958) and Permit (13-RP-02)

1.6.2 C8373 VMRC Letter

1.6.3 C8373 Disposal Agreement

Permits and the disposal agreement are posted with the solicitation. The Contractor shall provide any additional requested information including water quality, dewatering and erosion control plans. The Contractor shall obtain any additional approvals associated with permit activities as required. This shall include all of the maintenance, monitoring or environmental compliance as required by the permits. The Contractor shall make arrangements for disposal of excavated materials directly with the Clearfield MMG, Inc. Materials Recovery Facility.

1.7 Down Time:

1.7.1 The Government will not pay “Down Time” or “Stand By Time” due to the encounter of artificial obstructions or similar type items. Nor will the Government pay “Down Time” or “Stand By Time” for the repairs to any equipment due to the encounter of such materials. A credit for down time will be authorized only if caused or ordered by the Contracting Officer.

1.8 Materials:

1.8.1 Material to be Removed: Sediment sampling results indicate the material to be removed can generally be classified as light to dark gray well-sorted, fine- to medium-grained sand (SW) and tan to dark gray silty sand (SM).

1.8.2 Hard Material: The removal of hard material is not included. Hard material is defined as material requiring blasting or the use of special equipment for its economical removal. Should the Contracting Officer direct in writing that hard material encountered be removed, the work shall be done and an adjustment in the contract will be made. Should hard material be removed, blasting will not be permitted.

1.8.3 Artificial Obstructions: The Government has no knowledge of cables, pipes, pilings, batteries, chains, 55 gallon drums or of any wrecks, wreckage, or other material of such size or character as to require the use of explosives or special or additional plant for its economical removal. Prior to dredging, the Contractor shall rake the dredge areas and shall remove debris encountered. Debris removed from the dredge area shall be removed from the water. Disposal shall be the responsibility of the Contractor and disposal shall be outside the limits of government property. In case the actual conditions differ from those stated or shown, or both, an adjustment in contract price or time of completion, or both, will be made.

1.8.4 Quantity of Material:

1.8.4.1 Base Dredging: The estimated amount of material to be removed from within the specified limits, including side slopes and exclusive of Over-depth dredging is 342 cubic yards.

1.8.4.2 Over-depth Dredging: The Contractor will be paid for Over-depth dredging up to a maximum of (-) 9 feet below MLLW (-1.82 feet North American Vertical Datum of 1988 (NAVD88). The Contractor will not be paid for Over-depth dredging exceeding a depth of (-) 9 feet below MLLW. Final dredge depths shall be within the limits shown on the Drawings.

Over-depth dredging quantity will be determined from before and after soundings. The estimated amount of over-depth dredging from within the specified limits, including side slopes, is 209 cubic yards.

1.8.4.3…