1513553-SPC-1of5.pdf

UNCLASSIFIED/FOR OFFICIAL USE ONLY

EPROJECTS #1513553

Repairs to Q-8 Bulkhead at the

Naval Station Norfolk, Norfolk VA

PREPARED BY

MN-FST Joint Venture 101 W. Main St

Norfolk, VA 23510

A/E Contract Number: N40085-14-D-8113-0029

Civil: Wade B. Ellis, PE Electrical: Wayne A. Sutton, PE Structural: Roderick Whitsel, PE, PE Geotechnical: Maria E. Murdock, PE

Submitted By: ________________________________ Date: August 29, 2018 Roderick D. Whitsel, PE, SE

APPROVED BY:

For Commander, NAVFAC: _____________________________ Date: ___________

MID-ATLANTIC

This page was intentionally left blank for duplex printing.

Q-8 Bulkhead Repair 1513553

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 25 MARINE MAMMAL PROTECTION PLAN

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 31 29 MARINE CONCRETE

DIVISION 05 - METALS

05 13 00.20 21 POST-INSTALLED CONCRETE ANCHORS

05 50 15 CIVIL WORKS FABRICATIONS

05 51 33.00 21 STAINLESS STEEL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 13 33 PIER TIMBERWORK

DIVISION 09 - FINISHES

09 97 13.26 21 COATING OF STEEL SHEET PILING

DIVISION 26 - ELECTRICAL

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

PROJECT TABLE OF CONTENTS Page 1

31 23 00.00 20 EXCAVATION AND FILL

31 41 16 METAL SHEET PILING

31 62 22.21 TEMPORARY TURBIDITY CURTAIN

31 68 13 SOIL ANCHORS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 SITEWORK CONCRETE AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 59 13.13 PRESTRESSED CONCRETE FENDER PILING

35 59 13.14 20 REUSED POLYMERIC PILES

35 59 13.16 MARINE FENDERS

35 59 35 MOORING FITTINGS

APPENDICES

APPENDIX A REFERENCE RECORD DRAWINGS

APPENDIX B PROJECT AND HISTORICAL GEOTECHNICAL DATA

APPENDIX C PROJECT HAZARDOUS MATERIALS SURVEY

APPENDIX D HISTORICAL WATERFRONT INSPECTION REPORTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings (TOT 81 Sheets) are as follows:

DWG REV NAVFAC TITLE

ID No. DWG No.

GENERAL (TOT 6)

G-001 - 12,759,621 TITLE SHEET

G-002 - 12,759,622 INDEX OF DRAWINGS

G-003 - 12,759,623 ABBREVIATIONS AND LEGEND

G-004 - 12,759,624 GENERAL NOTES - SHEET 1 OF 2

G-005 - 12,759,625 GENERAL NOTES - SHEET 2 OF 2

G-101 - 12,759,626 GENERAL ARRANGEMENT AND PHASING PLAN

GEOTECHNICAL (TOT 5)

B-101 - 12,759,629 BORING LOCATION PLAN

B-301 - 12,759,630 BORING LOGS - 1 OF 4

B-302 - 12,759,631 BORING LOGS - 2 OF 4

B-303 - 12,759,632 BORING LOGS - 3 OF 4

B-304 - 12,759,633 BORING LOGS - 4 OF 4

SURVEY (TOT 5)

V-001 - 12,759,634 SURVEY LEGEND AND NOTES

V-002 - 12,759,635 SURVEY SCHEDULES

V-101 - 12,759,636 EXISTING CONDITIONS PLAN - 1 OF 3

V-102 - 12,759,637 EXISTING CONDITIONS PLAN - 2 OF 3

V-103 - 12,759,638 EXISTING CONDITIONS PLAN - 3 OF 3

CIVIL (TOT 3)

C-001 - 12,759,639 CIVIL GENERAL NOTES - 1 OF 2

C-002 - 12,759,640 CIVIL GENERAL NOTES - 2 OF 2

C-003 - 12,759,641 EROSION CONTROL NARRATIVE

CIVIL DEMOLITION (TOT 6)

CD101 - 12,759,642 CIVIL DEMOLITION PLAN - 1 OF 3

CD102 - 12,759,643 CIVIL DEMOLITION PLAN - 2 OF 3

CD103 - 12,759,644 CIVIL DEMOLITION PLAN - 3 OF 3

CD301 - 12,759,645 TYPICAL DEMOLITION SECTION

CD501 - 12,759,646 CIVIL DEMOLITION DETAILS

CD502 - 12,759,648 CIVIL DEMOLITION PHOTOS

DOCUMENT 00 01 15 Page 1 28AUG18

DWG REV NAVFAC TITLE

ID No. DWG No.

CIVIL SITE (TOT 19)

C-101 - 12,759,650 CIVIL SITE PLAN - 1 OF 3

C-102 - 12,759,651 CIVIL SITE PLAN - 2 OF 3

C-103 - 12,759,652 CIVIL SITE PLAN - 3 OF 3

C-104 - 12,759,653 CIVIL GRADING PLAN - 1 OF 3

C-105 - 12,759,654 CIVIL GRADING PLAN - 2 OF 3

C-106 - 12,759,655 CIVIL GRADING PLAN - 3 OF 3

C-107 - 12,759,656 CIVIL GRADING POINTS

C-108 - 12,759,657 CIVIL STORM DRAINAGE PLAN - 1 OF 3

C-109 - 12,759,658 CIVIL STORM DRAINAGE PLAN - 2 OF 3

C-110 - 12,759,659 CIVIL STORM DRAINAGE PLAN - 3 OF 3

C-301 - 12,759,660 TYPICAL SECTIONS - 1 OF 3

C-302 - 12,759,661 TYPICAL SECTIONS - 2 OF 3

C-303 - 12,759,662

C-501 - NOT USED

C-502 - 12,759,663 CIVIL DETAILS - 1 OF 6

C-503 - 12,759,664 CIVIL DETAILS - 2 OF 6

C-504 - 12,759,665 CIVIL DETAILS - 3 OF 6

C-505 - 12,759,666 CIVIL DETAILS - 4 OF 6

C-506 - 12,759,667 CIVIL DETAILS - 5 OF 6

C-507 - 12,759,668 CIVIL DETAILS - 6 OF 6

STRUCTURAL (TOT 2)

S-001 - 12,759,670 STRUCTURAL NOTES

S-002 - 12,759,671 STRUCTURAL NOTES AND TYPICAL DETAILS

STRUCTURAL DEMOLITION (TOT 12)

SD101 - 12,759,673 STRUCTURAL DEMOLITION PLAN - 1 OF 7

SD102 - 12,759,674 STRUCTURAL DEMOLITION PLAN - 2 OF 7

SD103 - 12,759,675 STRUCTURAL DEMOLITION PLAN - 3 OF 7

SD104 - 12,759,676 STRUCTURAL DEMOLITION PLAN - 4 OF 7

SD105 - 12,759,677 STRUCTURAL DEMOLITION PLAN - 5 OF 7

SD106 - 12,759,678 STRUCTURAL DEMOLITION PLAN - 6 OF 7

SD107 - 12,759,679 STRUCTURAL DEMOLITION PLAN - 7 OF 7

SD301 - 12,759,680 DEMOLITION SECTION - 1 OF 2

SD302 - 12,759,681 DEMOLITION SECTION - 2 OF 2

SD501 - 12,759,682 DEMOLITION DETAILS - 1 OF 3

SD502 - 12,759,683 DEMOLITION DETAILS - 2 OF 3

SD503 - 12,759,684 DEMOLITION DETAILS - 3 OF 3

DOCUMENT 00 01 15 Page 2 28AUG18

DWG REV NAVFAC TITLE

ID No. DWG No.

STRUCTURAL SITE (TOT 22)

S-101 - 12,759,687 STRUCTURAL PLAN - 1 OF 7

S-102 - 12,759,688 STRUCTURAL PLAN - 2 OF 7

S-103 - 12,759,689 STRUCTURAL PLAN - 3 OF 7

S-104 - 12,759,690 STRUCTURAL PLAN - 4 OF 7

S-105 - 12,759,691 STRUCTURAL PLAN - 5 OF 7

S-106 - 12,759,692 STRUCTURAL PLAN - 6 OF 7

S-107 - 12,759,693 STRUCTURAL PLAN - 7 OF 7

S-301 - 12,759,694 TYPICAL SECTIONS - 1 OF 4

S-302 - 12,759,695 TYPICAL SECTIONS - 2 OF 4

S-303 - 12,759,696 TYPICAL SECTIONS - 3 OF 4

S-304 - 12,759,697 TYPICAL SECTIONS - 4 OF 4

S-501 - 12,759,698 BULKHEAD DETAILS - 1 OF 4

S-502 - 12,759,699 BULKHEAD DETAILS - 2 OF 4

S-503 - 12,759,700 BULKHEAD DETAILS - 3 OF 4

S-504 - 12,759,701 BULKHEAD DETAILS - 4 OF 4

S-505 - 12,759,702 FENDER DETAILS - 1 OF 2

S-506 - 12,759,703 FENDER DETAILS - 2 OF 2

S-507 - 12,759,704 MOORING HARDWARE DETAILS

S-508 - 12,759,705 LADDER DETAILS - 1 OF 2

S-509 - 12,759,706 LADDER DETAILS - 2 OF 2

S-510 - 12,759,707 LIFE RING AND OUTFALL EXTENSION DETAILS

S-601 - 12,759,708 SOIL ANCHOR SCHEDULE

CATHODIC PROTECTION (TOT 1)

X-501 - 12,759,712 CATHODIC PROTECTION LAYOUT AND DETAILS

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Reference Drawings

The following reference drawings are intended only to show the original construction. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. The reference drawings are included electronically as part of the soliciation.

NAVFAC DWG NOS. TITLE

Y&D 700,664 - 72 NAVAL BASE EXTENSION BULKHEAD & BREAKWATER (12

SHEETS) "1957 Q-8 AS-BUILT.pdf"

4,076,258, 294

AND 295

BERTHING PIER No. 11 (3 SHEETS) "1981 BOAT RAMP.pdf"

4,405,837 to 4,405,856

REPAIRS TO Q-8 BULKHEAD (20 SHEETS) "2000 Q-8

REPAIRS.pdf"

12,727,691 to 12,727,699

Q-8 BULKHEAD FENDER SYSTEM REPAIRS (9 SHEETS) "2016

Q-8 REPAIRS.pdf"

1.3.2 Boring Logs

The Government does not guarantee that borings indicate actual conditions, DOCUMENT 00 01 15 Page 3 28AUG18 except for the exact locations and the time that they were made.

-- End of Document --

DOCUMENT 00 01 15 Page 4 28AUG18

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes but not limited to bulkhead repairs consisting of removal, salvage, storage of existing concrete fender pile system;

removal, salvage, storage of existing composite fender pile system;

removal, salvage, and storage of existing stainless steel ladders and life ring cabinets; demolition of existing mooring hardware and support concrete foundations; selective demolition of security chain link fencing, posts and foundations; pavement demolition with excavation of fill material behind the existing bulkhead; selective demolition of the existing reinforced concrete seawall and relieving platform; installation of a steel sheet pile bulkhead in front of the existing concrete bulkhead;

placement of underwater flowable concrete fill between steel sheet pile bulkhead and existing concrete bulkhead; placement of flowable concrete fill in voids below existing relieving platfrom; placement of reinforced concrete pile cap, facing and seawall; placement of mooring hardware and supporting reinforced concrete foundations; installation of provided, and existing stainless steel access ladders; installation of soil anchor system; installation of prestressed concrete fender system (existing fender piles installed in groups of three as "low" piles centered on cleat locations); reinstallation of salvaged composite fender piles; provision of timber chocks, wales and blocking; replacement of storm drainage structures and associated piping for new work; backfilling, compaction, asphalt paving, and re-striping of parking in the area of excavation;

installation of security chain link fencing, posts and foundations;

provision of grading and seeding in disturbed grassy areas; and incidental related work.

1.2.2 Location

The work shall be located at Norfolk Naval Station Q-8 Bulkhead as indicated.

1.3 OCCUPANCY OF PREMISES

Bulkhead, piers, and buildings will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of

SECTION 01 11 00 Page 1 28AUG18 procedure, means of access, space for storage of materials and equipment, and use of roadways, parking areas, waterways, and approaches.

1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Verify existing electrical and communication conduits and equipment which run on or along side of the bulkhead walls which may be affected by the demolition or repairs.

Identify and mark all other utilities not managed and located by the local utility companies including storm outfalls and salt water intakes. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground, concrete, and paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. The Contractor will have to coordinate the temporary closure of parking areas with the Ship Support Officer through the Construction Manager.

1.5.2 Welding and Burning Permits

ACTIVITY SUBMISSION DATE

Burning Permits 15 calendar days prior to work Welding and/or Hot Work Permits 15 calendar days prior to work

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted at the project site .

SECTION 01 11 00 Page 2 28AUG18

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the construction documents or indicated by the Contracting Officer to be salvaged and reinstalled shall remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 4 miles of the construction site until these items can be reinstalled by the Contractor as part of this contract.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3 28AUG18

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SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 NOTIFICATIONS AND PERMITTING REQUIREMENTS

The Naval Station Norfolk (NSN) falls within the NSN Chambers Field Class D airspace. Restrictions apply to specific crane heights to protect flight operations and therefore notifications and approvals from the federal Aviation Administration (FAA) and NSN Chambers Filed Air Operations shall be required.

Construction at NSN or adjacent waterways requires the notification, submission of permits, and approval Federal, State, and Local organization prior to beginning any operation that affects the waterways, river bottom, or generates underwater noise.

Prior to beginning any operation that utilizes cranes or may generate underwater noise, ensure that all notifications have been made and all permits have been obtained.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.3 SPECIAL SCHEDULING REQUIREMENTS

1.3.1 CONSTRUCTION PHASING REQUIREMENTS

The Demolition and Construction will be phased into separate "Quadrants" along the Q-8 Bulkhead. To ensure the Contractor access to his work site and to minimize impact to naval operations, work quadrants shall be as follows:

Q-8 Bulkhead:

Quadrant 1 - STA 0+00 to STA 4+63 Quadrant 2 - STA 5+90 to STA 10+21 Quadrant 3 - STA 10+22 to STA 14+63 Quadrant 4 - STA 15+90 to STA 23+89 Quadrant 5 - STA 23+90 to STA 26+19 Quadrant 6 - STA 26+20 to STA 29+40

The approximate length of each Quadrant is represented above and the width of each Quadrant to be worked and defined by the required pavement demolition and repairs along the backside of the bulkhead.

The Contractor shall limit his operations to within the boundaries

SECTION 01 14 00 Page 1 28AUG18 established by each designated "Quadrant" and shall complete all the required demolition and construction, to the acceptance of the Contracting Officer, prior to commencing work in the next "Quadrant" (for Quadrants 1 through 4). An overlap of 20 ft between Quadrants is permitted to allow execavation sloping and subsurface work at Quadrant boundries. Contractor shall coordinate his efforts so that salvaged fender system materials will be available for reuse as required for salvaged item which do not fit withing the current working Quadrants see Paragraph entitled "SPECIAL CONTRACT CONDITIONS" for temporary storage/lay-down areas.

At time of award, the Contracting Officer and Contractor, in agreement, shall determine actual sequence of operations for best completing the work. For bidding purposes and in the event an alternate sequence can not be established, the following sequence will be be used:

I) Quadrant 2 II) Quadrant 3 III) Quadrant 1 IV) Quadrant 4 V) Quadrant 5 VI) Quadrant 6

The Contractor shall provide the Contracting Officer written notification, a minimum of 15 calendar days, prior to commencing construction on the subsequent "Quadrant" to allow for the Government to coordinate and schedule naval vessel, shore-side equipment, and material relocations.

The Contractor shall schedule and coordinate his work, at or near Piers 11, 12 and 14, so that traffic through the pier gate is not affected during all Quadrants of construction, unless prior approval is requested and approved by the Contracting Officer. If it is required to completely limit vehicular access to the pier, the Contractor shall schedule and coordinate this work with the Contracting Officer and Port Operations so the work may be accomplished with a minimum delay of access, but in any event, access shall be restored within 48 hours. The Contractor shall schedule and coordinate work around the Oil Recovery area in Quadrant 5, such that oil recovery operations can continue during construction (water access for oil boom deployment and recovery). Government personnel access shall be maintained at all times.

1.3.2 WORK STOPPAGE DURING HOLIDAYS

Due to Holiday Berthing, no demolition or construction work shall occur between 15 November and 15 January of any calendar year that would affect ship berthing or naval operations for work in Quadrants 1, 2, 3 or 4, work in Quadrants 5 and 6 will not be affected by a Holiday Work Stoppage. The Contractor will have to completely vacate and remove all waterborne material storage and equipment from the waterways from these areas during the dates identified unless otherwise directed by the Contracting Officer. Shore-side work may still occur so long as naval operations are not affected.

1.3.3 RELOCATION OF NAVAL AND CONTRACTOR ASSETS BETWEEN QUADRANTS

Naval asset relocations will not occur during weekends or Holidays. For bidding purposes the Contractor shall anticipate a 2 "work day" delay for all of his operations between the completion of one "Quadrant" the the commencement of work at the subsequent "Quadrant" to allow for the relocation of naval assets.

SECTION 01 14 00 Page 2 28AUG18

The Contractor shall have to relocate his materials and equipment, from the affected waterways and shore side, to allow for vessel and Government stored materials and equipment to be relocated prior to each Quadrant change. Contractor's mobilization and demobilization costs, for each Quadrant shift and time delay for naval relocations, shall be included in the total contract price.

1.4 SPECIAL CONTRACT CONDITIONS

(a) The Contractor shall make provisions for the storage of equipment and materials on barges if there is not sufficient room along the bulkhead Quadrant assigned to the Contractor while he's working. There will be a shore side laydown area made available for the Contractor's office trailer(s) upon award of the contract. The site will be identified after award of the contract and will be within 2 miles of the worksite. The Contractor shall provide all security, fencing, Erosion, Sediment Control, and Storm Water Management, for his laydown area and shall provide all metering and utility hookups to his trailer(s). The site will have to be returned to its original condition upon completion of the contract.

(b) The adjacent piers and bulkheads shall remain in operation and the Contractor shall conduct his operations so as to cause the least possible interference with normal naval operations. Only the "Quadrant" the Contractor requires to perform his work will be closed to naval berthing operations, with the exception of oil recovery.

(c) During the contract period for this project additional construction contracts may be under construction which involve work by other contractors within and adjacent to this construction site. The Contractor shall carefully schedule and coordinate his work with the other contracts so as to offer no interference or delay to the other contractors and so as not to damage or rework the work of other contractors.

(d) Interference with Navigation: The Contractor shall conduct his operation so as to cause no interference with normal operations of the activity. Contractor's floating assets shall not affect ship berthing operations on adjacent piers and it may become necessary to shift or interrupt construction operations to accommodate the movement of vessels upon direction of the Contracting Officer.

Maintain complete control of the movement of floating equipment and material. Loose floating equipment and material are not permitted.

Secure floating equipment which may get loose and become a hazard to navigation.

In addition to "DFARS 252.236-7002, Obstruction of Navigable Waterways," obtain from the Port Operations Officer and the Security Office at the Naval Base via the Contracting Officer, permission to use waterways and the regulations and directives governing such usage. Submit a watercraft list with a description of crafts, including sizes, types, numbers and oat crew for approval. Contractor shall require a marine radio in order to remain in constant contact with Port Operations.

(e) Special Fire Provisions: The Contractor will be furnished a list of fire and life safety regulations pertaining to the station and the

SECTION 01 14 00 Page 3 28AUG18 piers, and he shall conform tot he requirements set forth at all times.

(f) Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of 15 business days prior to the desired date of interruption.

(g) Permission to interrupt any utility service shall be requested in writing at least 15 business days in advance and approval of Contracting Officer shall be received before any service is interrupted. Interruptions of utility services will be allowed only when they will cause no interference with the operations of the activity. All utility cutovers shall be made after normal working hours or on weekends; anticipated costs shall be included in the bid.

NOTE: Utilities identified in the contract documents or found during the Contractor's inspections running along the bulkhead and underground, which are not identified as abandoned, or inactive, should assume to be live. If conditions are observed that may pose danger, report conditions to the Contracting Officer as soon as possible for direction.

(h) Throughout the duration of this contract, there will be Government activities on and adjacent to this site that will require the Contractor to stop work and vacate his personnel and equipment from the site. these activities include, but are not limited to, ship movements, change of command ceremonies, fueling and movement of ammunition.

1.5 BULKHEAD LOAD LIMITS

There are crane operational and weight handling restrictions along the entire waterfront.

The Contractor shall not exceed a 100 psf live load, within 15 feet of the bulkhead until all repairs have been completed. Vehicle and weight handling equipment axle loads shall not exceed AASHTO HS-20 load rating requirements. Maintain a minimum of 4 feet of fill between surface loads and the existing tie rods or provide sufficient cribbing and bridging to protect the tie rods from damage.

The contractor shall provide calculations, signed by a licensed professional engineer from the State of Virginia, when in the determination of the Contracting Officer, the placement of equipment or materials may be excessive or may approach the allowable loading.

1.6 CONTRACTOR ACCESS AND USE OF PREMISES

1.6.1 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 hard hats and personal protection equipment in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

SECTION 01 14 00 Page 4 28AUG18

1.6.1.1 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.

1.6.1.2 DBIDS Identification Badges and Installation Access

Application for and use of badges will be as directed. Obtain access to the installation by participating in the Defense Biometric Identification System (DBIDS), or by obtaining passes each day from the Base Pass and Identification Office. Costs for obtaining passes through the DBIDS are the responsibility of the Contractor. One-day passes, issued through the Base Pass and Identification Office, will be furnished without charge.

Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances of lost or stolen badges to the Contracting Officer.

a. DBIDS Program: DBIDS is a voluntary program in which Contractor personnel who enroll, and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less, and are not required to obtain a new pass from the Base Pass and Identification Office for each visit.

The Government performs background screening and credentialing.

Throughout the year the Contractor employee must continue to meet background screening standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. Under the DBIDS program, no commercial vehicle inspection is required, other than for Random Anti-Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON). Information on costs and requirements to participate and enroll in DBIDS is available at https://www.cnic.navy.mil/om/dbids.html or by bringing a completed copy of the SECNAV FORM 5512/1 to the base Visitor Control Center representitive. Contractors should be aware that the costs incurred to obtain DBIDS credentials, or costs related to any means of access to a Navy Installation, are not reimbursable.

Any time invested, or price(s) paid, for obtaining DBIDS credentials will not be compensated in any way or approved as a direct cost of any contract with the Department of the Navy.

b. One-Day Passes: Participation in the DBIDS is not mandatory, and if the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation.

The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.6.1.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.6.1.4 No Smoking Policy

Smoking is prohibited on the piers, along the waterfront, and within or

SECTION 01 14 00 Page 5 28AUG18 outside of all buildings on installation under the cognizance of NAVFAC except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.6.2 Working Hours

Regular working hours must consist of a period established or approved by the Contracting Officer, excluding Government holidays.

1.6.3 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.6.4 Occupied Pier(s)

The Contractor will be working adjacent to existing piers 11, 12, and 14 which are occupied. Do not enter any areas of the pier or approach naval vessels without prior approval of the Contracting Officer.

1.6.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph "Work Outside Regular Hours."

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, fire alarm, and "pure" water shall be considered utility cutovers pursuant to the paragraph "Work Outside Regular Hours." Contact Code 99 NRMD for additional guidance when working around "pure" water piping or connections.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and communications. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.7 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area," and the following apply:

SECTION 01 14 00 Page 6 28AUG18

1.7.1 Naval Base, Norfolk, VA

a. Contractor registration. Register with the Base Police Truck Investigation Team, located behind pass and ID Office (Bldg CD-9) on Hampton Boulevard, Naval Air Station, Norfolk, VA 23511-5000, telephone number (757) 322-2979.

b. Storage and office trailer registration. Register storage and office trailers to be used on base with the truck investigation team.

Trailers must meet State law requirements and must be in good condition.

(1) Trailers must be lockable and must be locked when not in use.

(2) Trailers must have a sign in the lower left hand corner of left door of trailer with the following information: Company name, address, registration number of trailer or vehicle identification number, location on base, duration of contract or stay on base, contract number, local on-base phone number, off-base phone number of main office, and emergency recall person and phone number.

c. Equipment markings. Equipment owned or rented by the company must have the company name painted or stenciled on the equipment in a conspicuous location. Rented equipment is to be conspicuously marked with a tag showing who rented the equipment. Register the equipment with the truck investigation team.

d. Procedure information. For additional information regarding registration procedures, contact the Officer in Charge of Construction at (757) 445-1463 or Base Police at (757) 444-8856.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 PERMIT AND NOTIFICATIONS TO BE OBTAINED BY THE GOVERNMENT

Federal, State, and Local agencies require specific permits or notifications prior to starting work which may affect the waterways, river bottom and marine life Permits. Pile removal or pile driving operations that directly affect the waterways or produce underwater noise shall not commence until all the government obtains the approval for the agencies identified and the provides these documents to the Contractor.

The government shall be responsible for obtaining those required by the US Army Corps of Engineers (ACOE) & Virginia Marine Resources Commission (VMRC) - "Joint Permit" and those required by the National Oceeanic and Atmospheric Administration (NOAA) for the work indicated in the contract documents.

The contractor shall ensure that they receive all copies of the approved permits and notifications, for their records, and prior to start of any pile demolition or driving operations that creates underwater noise.

NOTE: The contractor shall allow the government 60 days, after award of the contract, for provision of the required permits and prior to beginning any

SECTION 01 14 00 Page 7 28AUG18 pile removal or installation that would affect the waterways.

3.2 PERMITS AND NOTIFICATIONS TO BE OBTAINED BY CONTRACTOR

3.2.1 Notice of Proposed Construction or Alteration

Permits, licenses, and taxes. The Contractor shall procure all permits and licenses, pay all charges, fees, and taxes, and give all notices necessary and incidental to the due and lawful execution of the work to include but not limited to Erosion & Sediment Control/Storm Water Management, to be obtained prior to breaking ground on this project.

NOTE: Because the government will not know prior to award the type and size of the contractor's proposed equipment, the contractor shall be responsible for the preparation, submission, and obtaining approval of all required FAA documentation, notification, and then be responsible to adhere to all FAA regulations and guidelines.

3.2.2 Contractor FAA Notification

The Contractor shall submit all Form 7460-1 and attachments directly to the FAA. Submission is required at least 45 days before the start date of the operations that may affect air traffic.

A supplemental notification FAA Form 7460-2 shall be required to be filed to the FAA, by the contractor, within 48 hours prior to start of the construction.

Failing to comply with the provisions of FAR Part 77 are subject to Civil Penalty under Section 902 of the Federal Aviation Act of 1958, as amended and pursuant to 49 U.S.C. Section 46301(a).

SECTION 01 14 00 Page 8 28AUG18

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

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)

EP-1110-1-8 (2009) 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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for all demolition and repair work, downtime due to anticipated delays due to berth changes, and include incidental work.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

SECTION 01 20 00.00 20 Page 1 28AUG18

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Quality Control (QC) Manager as required by the contract.

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 7300/31 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance. Use NAVFAC LANT Form 4-330/110 (New 7/84) on NAVFAC LANT contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Contractor's Monthly Estimate for Voucher (NAVFAC LANT Form 4-330/110 (New 7/84)) with subcontractor and supplier payment certification.

i. Affidavit to accompany invoice (NAVFAC LANT NORVA Form 4-4235/4 (Rev.

5/81)).

j. Materials on site.

1.5.2 Submission of Invoices

If NFAS Clause 5252.232-9301 is included in the contract, provide the documents listed in paragraph "CONTENT OF INVOICE" must be provided in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it must be provided as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 TRANSPORTATION OF SUPPLIES BY SEA, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's

SECTION 01 20 00.00 20 Page 2 28AUG18

Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall

SECTION 01 20 00.00 20 Page 3 28AUG18 coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored in the Continental United States. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00.00 20 Page 4 28AUG18

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date stamp on the digital image (ensure that the correct date and time is set on the digital camera).

Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2

SECTION 01 30 00 Page 1 28AUG18

LIABILITY, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

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

1.6.2 Superintendent Qualifications

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

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

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, SECTION 01 30 00 Page 2 28AUG18 prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting.