A21 - RTA_SPECS FY21_RHDC.pdf

IFB No. W912PM20B0008

SOUTH ATLANTIC DIVISION

REGIONAL HARBOR DREDGING

Brunswick Harbor, Georgia

Savannah Harbor, Georgia

Wilmington Harbor, North Carolina

Morehead City Harbor, North Carolina

This project was designed by Savannah and Wilmington Districts of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

FOUO

RTA Specifications

August 5, 2020

SOUTH ATLANTIC REGIONAL HARBOR DREDGING W912PM20B0008

Brunswick, Savannah, Wilmington and Morehead City

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Reference Drawings

1.3.2 Boring Logs

ATTACHMENTS:

Attachment 1 - Index of Drawings

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

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 and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as shown in Attachment 1 - Index of Drawings.

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 above WILMINGTON HARBOR OUTER OCEAN BAR 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.

1.3.2 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

-- End of Document --

DOCUMENT 00 01 15 Page 2

Attachment 1

Index of Drawings

Savannah and Brunswick Harbor

INDEX OF DRAWINGS

Sheet No. TITLE

GI001 SAVANNAH HARBOR LOCATION MAP

GC101 BRUNSWICK HARBOR LOCATION MAP

GC102 NEW CHANNEL RANGE‐EXAMINATION SURVEY

VH101 TYBEE KNOLL‐EXAMINATION SURVEY

VH102 TYBEE KNOLL‐EXAMINATION SURVEY

VH103 TYBEE KNOLL‐EXAMINATION SURVEY

VH104 TYBEE KNOLL‐EXAMINATION SURVEY

VH105 TYBEE KNOLL‐EXAMINATION SURVEY

VH106 TYBEE ROADS‐EXAMINATION SURVEY

VH107 TYBEE ROADS‐EXAMINATION SURVEY

VH108 TYBEE ROADS‐EXAMINATION SURVEY

VH109 TYBEE ROADS‐EXAMINATION SURVEY

VH110 TYBEE ROADS‐EXAMINATION SURVEY

VH111 TYBEE ROADS‐EXAMINATION SURVEY

VH112 TYBEE ROADS‐EXAMINATION SURVEY

VH113 SAVANNAH ENTRANCE CHANNEL CHANNEL EXTENSION EXAMINATION SURVEY

VH114 SAVANNAH ENTRANCE CHANNEL CHANNEL EXTENSION EXAMINATION SURVEY

VH115 SAVANNAH ENTRANCE CHANNEL CHANNEL EXTENSION EXAMINATION SURVEY

VH116 SAVANNAH ENTRANCE CHANNEL CHANNEL EXTENSION EXAMINATION SURVEY

VH117 SAVANNAH ENTRANCE CHANNEL CHANNEL EXTENSION EXAMINATION SURVEY

VH118 SAVANNAH ENTRANCE CHANNEL CHANNEL EXTENSION EXAMINATION SURVEY

VH120 BRUNSWICK ENTRANCE CHANNEL PLANTATION CREEK RANGE EXAMINATION SURVEY

VH121 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH122 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH123 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH124 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH125 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH126 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH127 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH128 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH129 BRUNSWICK ENTRANCE CHANNEL ST. SIMONS RANGE EXAMINATION SURVEY

VH130 BRUNSWICK ENTRANCE CHANNEL CEDAR HAMMOCK AND JEKYLL ISLAND RANGE EXAM

VH131 BRUNSWICK ENTRANCE CHANNEL BRUNSWICK POINT CUT AND CEDAR HAMMOCK RANG

VH132 BRUNSWICK ENTRANCE CHANNEL BRUNSWICK POINT CUT RANGE EXAMINATION SURV

CB101 SAVANNAH HARBOR OFFSHORE DISPOSAL AREA

CB102 BRUNSWICK HARBOR OFFSHORE DISPOSAL AREA

CB103 BRUNSWICK HARBOR ‐ BIN RESTRICTIONS

CB103A BRUNSWICK HARBOR ‐ BIN RESTRICTIONS ‐ OPTION 1

CB103B BRUNSWICK HARBOR ‐ BIN RESTRICTIONS ‐ OPTION 2

CB103C BRUNSWICK HARBOR ‐ BIN RESTRICTIONS ‐ OPTION 3

CB103D BRUNSWICK HARBOR ‐ BIN RESTRICTIONS ‐ OPTION 4

CN301 SAVANNAH HARBOR ‐ TYPICAL DREDGING SECTIONS

CN302 BRUNSWICK HARBOR AND CEDAR HAMMOCK ‐ TYPICAL DREDGING SECTIONS

Wilmington Harbor Harbor Outer Ocean Bar

Sheet No. TITLE

GI00‐W COVER SHEET

GI01‐W INDEX OF DRAWINGS, PROJECT VICINITY, LOCATION, AND PLACEMENT AREA MAPS

CN101‐W BALDHEAD SHOAL CHANNEL REACH 3 STA. 88+42.13 TO STA. 230+00

CN102‐W WILMINGTON OCEAN DREDGED MATERIAL DISPOSAL SITE PLACEMENT ZONE

REFERENCE DRAWINGS

R‐1 BALDHEAD SHOAL CHANNEL ‐ REACH 3 ‐ STA. 88+42.13 TO STA. 188+00

R‐2 BALDHEAD SHOAL CHANNEL ‐ REACH 3 ‐ STA. 188+00 TO STA. 295+00

R‐3 AS‐BUILT CABLE ROUTE INDEX, NOTES & LEGEND

R‐4 AS‐BUILT CABLE LOCATION STA. 57+00 TO 85+58

R‐5 INDEX SHEET ‐ GENERAL NOTES

R‐6 PLAN AND PROFILE STA. 0+00 TO STA. 28+00

R‐7 PLAN AND PROFILE STA. 28+00 TO STA. 57+00

R‐8 PLAN AND PROFILE STA. 57+00 TO STA. 85+58

Morehead City Harbor Ocean Bar

Sheet No. Title

GI00‐M COVER SHEET

GI01‐M INDEX OF DRAWINGS, LOCATION, AND VICINITY MAPS

CN100‐M RANGE A STA. 110+00 TO STA. 200+00

CN101‐M OCEAN DREDGED MATERIAL DISPOSAL SITE PLACEMENT ZONE

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

05/18

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

1.4 PROGRESS PAYMENTS

1.5 PERFORMANCE AND PAYMENT BONDS

1.6 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.7 ACCOMMODATIONS AND MEALS FOR INSPECTORS

1.8 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.9 REQUIRED CONSTRUCTION MEETINGS

1.10 BULLETIN BOARD

1.11 IN-WATER LINES

1.12 NAVIGATION AIDS AND PERMITS

1.12.1 Navigation Aids

1.12.2 Dredging Aids

1.12.3 Coast Guard Permits

1.12.4 General Permits

1.13 PLANT

1.13.1 Additional Plant

1.13.2 Bed Leveling

1.14 PLANT LOCATION

1.15 SIGNAL LIGHTS

1.16 WORK IN QUARANTINED AREA

1.17 PARTNERING

1.18 DATUM AND BENCHMARKS

1.18.1 Brunswick Harbor - Georgia

1.18.2 Savannah Harbor - Georgia

1.19 NOTICE TO MARINERS

1.20 ADVANCE NOTICE REQUIREMENT

1.21 SURVEILLANCE OF OCEAN DISPOSAL BY UNITED STATES COAST GUARD

1.21.1 Jurisdiction

1.21.2 Notification

1.21.3 Accommodations - USCG

1.21.4 Communications

1.22 COMPLIANCE WITH APPLICABLE NAVIGATION RULES AND REGULATIONS,

MARINE EQUIPMENT

1.23 CERF IMPLEMENTATION

1.24 PROTECTION OF EXISTING FACILITIES

1.25 WATER CONSERVATION

1.26 COORDINATION WITH OTHER CONTRACTORS

1.27 SEAGOING BARGE ACT

1.28 COAST GUARD CERTIFICATION OF PLANT

1.29 CONTRACT DRAWINGS AND SPECIFICATIONS

PART 2 PRODUCTS

SECTION 01 10 00.10 Page 1

PART 3 EXECUTION

SECTION 01 10 00.10 Page 2

SECTION 01 10 00.10

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

05/18

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. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 64 Marking of Structures, Sunken Vessels and other Obstructions

33 CFR 66 Private Aids to Navigation

33 CFR 67 Aids to Navigation on Artificial Islands and Fixed Structures

33 CFR 67.01 General Requirements

46 CFR 7 Boundary Lines

U.S. COAST GUARD (USCG)

COMDTINST M16672.2 Navigation Rules, International-Inland

U.S. Code (USC)

46 U.S. Code Chapter 33 INSPECTION GENERALLY

46 U.S. Code Chapter 51 LOAD LINES

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-5 (1984) Plant Pest Quarantined Areas and Foreign Soil Samples

1.2 SUBMITTALS

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

submittals not having a "GA" designation are for information only. When used, a designation following the "GA" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Subcontractors

Progress Chart ; GA

Quality Control Plan ; GA

SECTION 01 10 00.10 Page 3

SD-07 Certificates

Certificate of Insurance

Completion of Corps CQC Course

Letter Appointing Superintendent

1.3 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

The Contractor shall be required to comply with the following security requirements mandated by the Department of the Army:

Short-term employees (working on site less than or equal to 6 months): If a criminal history is found, the employee MAY not be allowed to work at the project site at the sole discretion of the Government.

Long-term employees (working on site more than 6 months):

ALL of the following is required WHEN REPORTING FOR WORK -

a) A completed OMB Form No. 3206-0182 (also designated as Optional Form 306).

b) A completed OMB Form No. 3206-0191 (also designated as Standard Form 85P).

c) A resume.

The Government will use all provided information to perform a National Agency Check and Inquiries (NACI) check and will pay the required fee.

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer or his/her designated representative. All prescribed identification shall immediately be delivered to the Contracting Officer or his/her designated representative for cancellation upon the release of any employee.

(End of Clause)

1.4 PROGRESS PAYMENTS

Progress payments made pursuant to the Contract Clause "PAYMENTS UNDER FIXED PRICE CONSTRUCTION CONTRACTS" for an item of work in the Bid Schedule shall be based on the Contract unit price or lump sum amount set forth in the Schedule for that item of work. If the amount of the unit price or lump sum bid for an item of work is in excess of 125 percent of the Government estimate for such item, the Contracting Officer may require the Contractor to produce cost data to justify the price of the bid item. Failure to justify the bid item price to the satisfaction of the Contracting Officer may result in payment of an amount equal to 125 percent of the Government estimate for such bid item upon completion of work on the item and payment of the remainder of the bid item price upon final acceptance of Contract work. With the possible exception of progress payments for mobilization and demobilization, invoices are due by the third day of each month.

SECTION 01 10 00.10 Page 4

1.5 PERFORMANCE AND PAYMENT BONDS

Each bidder shall include his premiums for performance and payment bonds under the "Performance and Payment Bonds" contract line item of the Bidding Schedule. Payment to the Contractor therefore, shall not exceed the bid price and shall be made in accordance with the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS". Any additional amount bid in excess of the actual bond premium will be included in the final pay estimate for this contract.

(End of Clause)

1.6 SHOP DRAWINGS AND MATERIALS SUBMITTAL

(a) Five (5) days prior to the preconstruction conference (see paragraph REQUIRED CONSTRUCTION MEETINGS), the Contractor shall complete and submit to the Contracting Officer or his/her designated representative, in duplicate, Submittal Register, listing all submittals and dates. In addition to those items listed on the Submittal Register, the Contractor will furnish submittals for any deviation from the plans or specifications. The scheduled need dates must be recorded on the document for each item for control purposes. In preparing the document, adequate time (minimum of l5 days) will be allowed for review and approval and possible resubmittal. Scheduling shall be coordinated with the approved progress schedule ( Progress Chart ). The Contractor's Quality Control System Manager shall review the listing at least every 30 days and take appropriate action to maintain an effective system. Copies of updated or corrected listings shall be submitted to the Contracting Officer or his/her designated representative at least every 60 days in the quantity specified. Payment will not be made for any material or equipment which does not comply with contract requirements.

(b) Contractor submittals required by the Technical Provisions are indicated in those provisions and are listed on the Submittal Register furnished in Section 01 33 00 SUBMITTAL PROCEDURES. The list does not relieve the Contractor from furnishing submittals required elsewhere in the specifications, those inadvertently omitted from the listing; or from furnishing other submittals that the Government may deem necessary as the work progresses.

(c) Normal review levels for required approvals are indicated by letter designations as follows:

Contractor Quality Control System Manager --- (CQC) Area or Resident Engineer ------------------- (R) Engineering Branch -------------------------- (E)

The Government reserves the right to vary the review levels for (R) and

(E) to its convenience.

(d) The Contractor shall use ENG Form 4025, furnished in Section 01 33 00 SUBMITTAL PROCEDURES, to transmit Shop Drawings, Equipment Data, Material Samples or Manufacturer's Certificate of Compliance to the Government.

(End of Clause)

SECTION 01 10 00.10 Page 5

1.7 ACCOMMODATIONS AND MEALS FOR INSPECTORS

(a) The Contractor shall furnish regularly to inspectors, for office purposes and sleeping purposes, when applicable, a suitable separate room onboard the dredge or other craft upon which they are employed. If no suitable office space is available thereon, the Contractor shall furnish suitable alternate accommodations ashore at a location approved by the Contracting Officer or his/her designated representative and furnish suitable transportation between the alternate accommodations and the dredge or other craft upon which they are employed.

(b) If the Contractor maintains an establishment for the subsistence of his own employees, he shall, when required, furnish to inspectors employed on the work, and to all Government agents who may visit the work on official business, meals of a quality satisfactory to the Contracting Officer or his/her designated representative. The meals furnished shall be paid for by the individual consuming the meal at a rate of: $5.00 Breakfast; $8.00 Lunch; $13.00 Dinner.

(End of Clause)

1.8 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

(a) In accordance with Contract Clause 52.219-9, Small Business Subcontracting Plan, and 52.219-16, Liquidated Damages - Subcontracting Plan, retainage will be withheld from progress payments in an amount sufficient to protect the Government's ability to assess liquidated damages in accordance with Clause 52.219-16 for the contractor's failure to timely submit Standard Form 294, Subcontracting Report for Individual Contracts, and Standard Form 295, Summary Subcontract Report, reports.

(b) The retainage will be determined in accordance with the following formula:

Total dollar amount for subcontracting to small business multiplied by percentage of actual progress on the contract shall be withheld from the next progress payment due after the Contractor fails to submit a required report. If one or more reports have been submitted before such failure, formula for determining the amount of retainage will be adjusted by deducting any amounts reported as subcontracted to small business from the total dollar amount proposed to be subcontracted and the difference multiplied by the percentage of actual progress.

(c) Subcontracting plans are not required--

(1) For contracts or contract modifications that will be performed entirely outside of any State, territory, or possession of the United States, the District of Columbia, and the Commonwealth of Puerto Rico; or

(2) For modifications to contracts that do not contain the clause 52.219-8, Utilization of Small Business Concerns and Small Disadvantaged Business Concerns (or equivalent prior DAR, FPR, or NASA clauses); e.g., contracts awarded before Pub. L. 95-507 and which are within the scope of the contract.

SECTION 01 10 00.10 Page 6

1.9 REQUIRED CONSTRUCTION MEETINGS

(a) In addition to meetings required elsewhere in the specifications, the Contractor and any Subcontractors identified by the Contracting Officer or his/her designated representative shall be required to attend a preconstruction conference (after award of the contract but before Commencement of Work) and a post construction meeting (after final acceptance of the work but before final payment is made). The Contractor and identified Subcontractors shall meet with Corps of Engineers personnel at a time and place determined by the Contracting Officer or his/her designated representative.

(b) At the preconstruction conference, the Contractor shall be oriented with respect to Government procedures and line of authority in contractual, administrative, and construction matters. Additionally, a schedule of required submittals will be discussed.

(c) Five (5) days prior to the preconstruction conference, the Contractor shall submit the following items:

Certificate of Insurance Quality Control Plan (see Section 01 45 00.00 10 QUALITY CONTROL, for additional information) Certificate of Completion of Corps CQC Course Preliminary Submittal Register (ENG Form 4288 exclusive of Contractor submittal dates) Letter Appointing Superintendent (see Contract Clause entitled Superintendence by the Contractor, 52.236-6) List of Subcontractors

(d) The letter of record will be written documenting all items discussed at the conference and a copy will be furnished by the Contracting Officer or his/her designated representative to all in attendance.

(End of Clause)

1.10 BULLETIN BOARD

Within one (1) calendar day after commencement of work under this contract, the Contractor shall provide at the job site a weatherproof, glass-covered bulletin board for displaying the Fair Employment poster, wage rates, posters and safety bulletins as noted in Section 01 35 26 , paragraph DISPLAY OF SAFETY INFORMATION.

The bulletin board shall be located in a conspicuous place, easily accessible to all employees, and legible copies of the aforementioned data shall be displayed until work under the contract is complete. No direct payment will be made for the bulletin board.

(End of Clause)

1.11 IN-WATER LINES

In order to minimize the risk of sea turtle entanglement, in-water lines (rope, chain, and cable, including the lines to secure turbidity curtains) must be stiff, taut, and unable to loop or tangle. Examples of such lines are heavy metal chains or heavy cables that do not readily loop and tangle. For flexible in-water lines, such as nylon rope or any lines that

SECTION 01 10 00.10 Page 7 could loop or tangle, care must be taken to ensure that all lines are rigged properly, utilizing the correct amount of line to best prevent the line from looping and tangling. In all instances, no excess line is allowed in the water.

1.12 NAVIGATION AIDS AND PERMITS

1.12.1 Navigation Aids

There may be aids to navigation within the project boundaries. Some, or all, of such aids to navigation may need to be removed for the accomplishment of the contract work. Before the commencement of dredging, it is the responsibility of the Contractor to provide the U.S. Coast Guard (USCG) and any other responsible parties notification 5 weeks prior to needing a navigation aid moved. The USCG may need to bring vessels from out of state to move larger aids to navigation and the Contractor should request this service as soon as practicable, but in all cases, at least 5 weeks from the start of dredging. Failure to notify the Coast Guard within the required timeframe may result in project delays.

The Contractor shall not remove, change the location of, obstruct, willfully damage, make fast to, or interfere with aids to navigation without express direction from the USCG. If the USCG determines they cannot respond to the Contractor's request, and if the Contractor has appropriate equipment onsite the USCG may request the Contractor to relocate the navigation aid(s) for dredging. The Contractor shall only relocate the navigation aid(s) and place the navigation aid(s) back to its charted position under the direct supervision of the USCG. If the USCG and the Contractor are unable to relocate navigation aids, the Contractor shall dredge as close to the navigation aids as the dredge captain determines to be safe.

The point of contact for the relocation of navigation aids in Wilmington and Morehead City Harbors is the USCG North Carolina Aids to Navigation Officer at (252)-247-4525, or alternately, Sector North Carolina Waterways Management at (910) 772-2230. The Savannah District US Army Corps of Engineers will coordinate relocation of navigation aids in Savannah and Brunswick Harbors with the USCG.

1.12.2 Dredging Aids

Do not color or place dredging aid markers and lights in a manner that obstructs, or confuses them with, navigation aids.

Mark submerged pipelines with signs, buoys, and lights. Post appropriate signs and lights at the entry and exit points. Place buoys a minimum of 500 feet apart between entry and exit points. These buoys shall be lit with flashing lights which are visible around the horizon.

1.12.3 Coast Guard Permits

Maintain and operate the job site installations and vessels in accordance with applicable law.

1.12.4 General Permits

The Contractor shall obtain all necessary permits. See Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for permit requirements.

SECTION 01 10 00.10 Page 8

1.13 PLANT

(a) The Contractor agrees to keep on the job sufficient plant to meet the requirements of the work. The plant shall be in satisfactory operating condition, and capable of safely and efficiently performing the work as set forth in these specifications, and the plant shall be subject to inspection by the Contracting Officer or his/her designated representative at all times. The plant listed on the Plant and Equipment Schedule, Section 00 45 00, contract clause 52.0000-4036, is the minimum which the Contractor agrees to place on the job unless otherwise determined by the Contracting Officer or his/her designated representative, and its listing thereon is not to be construed as an agreement on the part of the Government that it is adequate for the performance of the work.

(b) Dredging by hopper dredge, mechanical dredge (clamshell, dragline or dipper) or cutter suction dredge with scow disposal equipment will be allowed in the contract. Dredging seaward of the COLREGS Demarcation Line shall be by ocean certified dredge.

(c) Special requirements for hopper dredges, such as turtle deflector devices, inflow baskets, hopper dredge operation, observers, and protocol for recording and reporting the taking of any sea turtle or sturgeon parts, are described in Section 01 57 19 : TEMPORARY ENVIRONMENTAL CONTROLS, and Section 35 20 23.23 NATIONAL DREDGING QUALITY

MANAGEMENT PROGRAM HOPPER DREDGE.

(d) For hopper dredges and dump scows, maintain the seals on bottom dump doors and on split hulls to prevent leakage of dredged material from the hopper.

(e) All scows shall be kept in good condition, the coamings repaired and the pockets provided with proper doors or appliances to prevent leakage of material.

(f) All pipelines for hydraulic machines must be kept in good condition at all times and any leaks or breaks along their length must be promptly and properly repaired.

(g) No reduction in the capacity of the plant employed on the work shall be made except by written permission of the Contracting Officer or his/her designated representative. The measure of the "capacity of the plant" shall be its actual performance on the work to which these specifications apply.

1.13.1 Additional Plant

In the event of collision, fire, major breakdown or other action preventing continuation of dredging operations for a period of more than 48 hours which is anticipated to continue for a period of 30 days or more, additional dredging plant shall be delivered to the project. In the event the additional plant, as directed by the Contracting Officer, is not delivered and placed in operation within the allowable 30 days, the Contract will be terminated under the Contract Clause "DEFAULT (FIXED

PRICE CONSTRUCTION) (FAR 52.249 10)".

1.13.2 Bed Leveling

Bed leveling/drag beams and other such equipment has been approved for all

SECTION 01 10 00.10 Page 9 harbors of this contract. Additional detail regarding bed leveling is provided in Section 35 20 23 DREDGING BRUNSWICK HARBOR/SAVANNAH

HARBOR/WILMINGTON HARBOR/MOREHEAD CITY HARBOR.

1.14 PLANT LOCATION

The Contractor's plant shall be arranged and located in areas approved by the Contracting Officer or his/her designated representative. This requirement includes the construction plant; offices; shop and storage buildings; housing facilities and all other equipment and materials needed to construct the project.

1.15 SIGNAL LIGHTS

The Contractor shall display signal lights and conduct his operations in accordance with the General Regulations of the Department of the Army and the U.S. Coast Guard governing lights and day signals to be displayed by towing vessels, tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipes or vessels involved in submarine or bank protection operations.

The Contractor shall also be in accordance with those regulations governing lights to be displayed on dredge pipeline and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel and the passing by other vessels of floating plant working navigable channels, as approved by the Secretary of the Army and Commandant, U.S. Coast Guard. (33 CFR 80.18 - 80.31a; 33 CFR 95.51 - 95.66; 33 CFR 9.22 - 90.36; 33 CFR 82 and COMDTINST M16672.2 .

(End of Clause)

1.16 WORK IN QUARANTINED AREA

USACE and the U.S. Department of Agriculture (USDA) have a compliance agreement requiring measures to prevent the spread of certain plant pests that may be present in the soil (USACE ER 1110-1-5 ). Major portions of all southeastern states are in a quarantine area for such pests, including the imported fire ant. In addition, adjacent states to the north have introduced infestations resulting from movement of soil from infested southeastern states. The Contractor shall thoroughly clean all construction equipment and tools at the previous job site in a manner that ensures that these implements are free from residual soil, egg deposits from plant pests, noxious weeds, and plant seeds. Equipment shall be cleaned using water under pressure, and hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, all construction equipment and hand tools used for this USACE contract shall be thoroughly cleaned by the Contractor before they are removed from this job site. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements that may be necessary.

(End of Clause)

1.17 PARTNERING

In order to most effectively accomplish this contract, the Government proposes to form a cohesive partnership with the Contractor and its subcontractors. This partnership would strive to draw on the strengths of

SECTION 01 10 00.10 Page 10 each organization in an effort to achieve a quality project done right the first time, within budget and on schedule. Integral to the partnership would be a joint Contractor/Government effort to settle any disputes that may arise without costly and time consuming litigation. To that end, a non-binding procedure such as the Alternate Dispute Resolution process could be developed and agreed upon by both parties when it is determined to be necessary. This partnership would be bilateral in make-up and participation will be totally voluntary. Any cost associated with developing this partnership will be agreed to by both parties and will be shared equally with no change in contract price.

(End of Clause)

1.18 DATUM AND BENCHMARKS

1.18.1 Brunswick Harbor - Georgia

The Brunswick Harbor plane of reference of mean lower low water (MLLW) as used in these Specifications is that determined by the following benchmark:

Name Description Elevation above MLLW CAL-PT Standard disc set on the St. Simions 14.85 Island Fishing Pier, Benchmark set flush in the concrete pier deck

20.28 M (66.54 ft) ESE of the

North –South Centerline of the pier, 6.88M (22.57 ft) SSW of the North edge of the deck and 0.84M (2.76ft) NNE of the South edge of the deck

Points for the centerline of the Brunswick Harbor entrance channel are:

Station X Y 14+464.77 887175.6 404161.2 4+272.49 893277.5 412325.1 -6+645.75B 903836.7 409548.0 -14+000B 910008.98 405549.21 -46+000B 936864.54 388148.28 -56+500B 945677.01 382439.11

1.18.2 Savannah Harbor - Georgia

The Savannah Harbor plane of reference of mean lower low water as used in these Specifications is that determined by the following benchmarks:

Name Description Elevation above MLLW BM 5 A standard disk set flush 12.75 in a concrete post south of concrete parking lot for Savannah Bar Pilots Residence

BM N 323 1974 Std. Disk set 0.1 foot below 10.08 ground near base of a 100 foot high radio tower in Fort Pulaski National Monument

Points for the centerline of the Savannah Harbor entrance channel are:

SECTION 01 10 00.10 Page 11

Station E N 0+000 1051985.0 742376.0 -1+380B 1053365.0 742365.8 -13+772B 1065665.0 743865.8 -16+143B 1068027.0 743657.8 -20+832B 1072482.0 742193.5 -23+476B 1074661.0 740697.5 -38+185B 1083794.0 729165.0 -40+521B 1085596.0 727679.0 -60+000B 1102907.0 718748.0

1.19 NOTICE TO MARINERS

(a) The Contractor shall coordinate Local Notice to Mariners with the U.S. Coast Guard (USCG), and provide dredging schedule and location by shoal/tangent/section by contacting USCG Sector North Carolina, USCG Sector Charleston, or USCG Marine Safety Unit Savannah.

(b) Should the Contractor, during dredging operations, encounter any objects on the channel bottom which could be a hazard to navigation, the Contractor shall notify the Contracting Officer or his/her designated representative and the nearest U.S. Coast Guard (USCG) Office immediately with pertinent information necessary for the U.S. Coast Guard to issue a Local Notice to Mariners. The Contractor shall provide copies of this notification to the Contracting Officer or his/her designated representative.

(c) Pertinent information shall include the location and description of the object, as well as other information necessary to alert shippers in the area.

USCG Marine Safety Unit Savannah (912)652-4353, ext. 243 USCG Sector Charleston Waterways Management (843)-740-3180, option 5 USCG Sector North Carolina Waterways Management (910)772-2230

(End of Clause)

1.20 ADVANCE NOTICE REQUIREMENT

Give the Contracting Officer 15 days' written notice of the date it plans to complete work in each acceptance section in order that before-dredging surveys for the next area of assignment may be made sufficiently in advance of the Contractor's operations.

1.21 SURVEILLANCE OF OCEAN DISPOSAL BY UNITED STATES COAST GUARD

1.21.1 Jurisdiction

Under the Marine Protection, Research and Sanctuary Act of 1972 and the Environmental Protection Agency's Final Ocean Dumping Regulations and Criteria (Federal Register, Vol. 38, No. 198 dated 15 October 1972), the USCG has the responsibility for the surveillance of ocean dumping.

1.21.2 Notification

The Contractor shall notify the local USCG Captain of the Port at least 5 days prior to the first ocean disposal. The notification shall be by certified mail with a copy to the Contracting Officer. The following

SECTION 01 10 00.10 Page 12 information shall be included in the notification letter:

a. Project designation, Corps of Engineers' Contract number and name, and Contractor's address and telephone number

b. Port of departure

c. Location of ocean disposal placement areas

d. Quantity of material to be deposited in ocean

e. Schedule for ocean disposal, giving date and time proposed for first ocean disposal

f. Name of vessel or tugboat and barge

1.21.3 Accommodations - USCG

The USCG may require Coast Guard personnel to be onboard the tow or dump vessel during complete cycles of loadings, travel, and disposal in the ocean. USCG personnel will monitor the disposal of the material and obtain necessary dredged material samples. Meals as normally provided to the crew shall be served to the USCG personnel onboard.

1.21.4 Communications

Directions as to the Contractor's method of operation will be channeled through the Contracting Officer or his/her designated representative.

1.22 COMPLIANCE WITH APPLICABLE NAVIGATION RULES AND REGULATIONS, MARINE

EQUIPMENT

a. Ascertain that the vessels utilized in project operations are commanded, equipped, navigated, and operated so as to be in strict compliance with the general regulations of the Department of the Army and of the USCG, including applicable section, safety, environmental, and navigational rules and regulations of the Code of Federal Regulations (CFR), parts 33 and 46.

b. Installations placed by the Contractor on or over the seabed of the work area, i.e., pipeline, pipeline risers, and booster stations, are obstructions or structures in accordance with 33 CFR 67.01 . Such installations or portions thereof, are subject to applicable regulations set forth in 33 CFR 64 , 33 CFR 66 , and 33 CFR 67 .

c. Notify and obtain necessary installation approvals from Commander, USCG Seventh District and Commander, USCG Fifth District. Maintain and operate the jobsite installations and vessels in accordance with applicable laws.

d. Pumping directly into the Brunswick, Savannah and Wilmington and Morehead City ODMDS is not permitted.

1.23 CERF IMPLEMENTATION

If the work specified in this Contract is performed by hopper dredge, the owner shall have an active Basic Ordering Agreement (BOA) for the hopper dredge on file with the U.S. Army Corps of Engineers. The Contractor shall make the hopper dredge available to serve in the Corps of Engineers'

SECTION 01 10 00.10 Page 13

Reserve Fleet (CERF) when the hopper dredge is used under this Contract.

When the Contracting Officer is notified of the decision to activate this dredge into the CERF, take appropriate action to release the dredge. The Contracting Officer may then extend or terminate the Contract to implement whatever action is in the best interest of the Government. The Contractor shall also be subject to the following conditions:

a. The Director of Civil Works may require the Contractor to perform emergency dredging at another CONUS (48 contiguous states) site for a period of time equal to the remaining time under this Contract at the date of notification plus up to 90 days at the previously negotiated rate which appears on the schedule of prices in the Basic Ordering Agreement.

b. The Chief of Engineers may require the Contractor to perform emergency dredging at an OCONUS (outside CONUS which includes Alaska, Hawaii, Puerto Rico, the Virgin Islands, and U.S. Trust Territories) site for a period of time equal to the remaining time under this Contract at the date of notification plus up to 180 days at the previously negotiated rate which appears on the schedule of prices in the Basic Ordering Agreement.

c. The CERF will be activated by the Chief of Engineers or Director of Civil Works; then the Contracting Officer will notify the Contractor. From the time of notification, the selected dredge shall depart for the emergency assignment within 72 hours for CONUS or 10 days for OCONUS assignments.

d. A confirming delivery order will be issued pursuant to the Basic Ordering Agreement by the Contracting Officer. Such delivery orders will utilize the schedule of rates in the Basic Ordering Agreement for the specific hopper dredge.

e. If, during the time period specified in the items above, a CERF vessel is still required, the Contract performance period may be continued for additional time by mutual agreement.

1.24 PROTECTION OF EXISTING FACILITIES

The Contractor will not be responsible for any alterations to existing structures or utilities except those made by him for his convenience. The Contractor shall protect all existing structures, including bridges, roadway embankments, utilities and improvements from damage, and, in the event of damage as a result of his operations, the Contractor shall be responsible for their repair, restoration, or for all cost of damage resulting therefrom. In addition, the Contractor shall be responsible for any damage to bridge or culvert structures or railway embankments or track caused by the unauthorized excavation or excavation beyond the project dimensions shown on the plans. If the Contractor elects to have alterations made to any existing structure, utility or other improvements for his convenience, he shall make arrangements with the owner of the facility for such alterations and the agreement shall be reviewed and approved by the Contracting Officer or his/her designated representative prior to their alteration.

(End of Clause)

1.25 WATER CONSERVATION

Water is one of our valuable natural resources. Accordingly, the

SECTION 01 10 00.10 Page 14

Contractor shall be judicious in its use in the performance of the work as specified. Water needed for compaction of materials, and dust control shall be obtained from uncontrolled stream flow instead of potable supply sources to the extent available and suitable as determined by the Contracting Officer or his/her designated representative.

(End of Clause)

1.26 COORDINATION WITH OTHER CONTRACTORS

Other Contractors may be working in the vicinity during the time period of this contract. The Contractor shall coordinate the contract operations with other Contractors in the area as needed to avoid conflicts and delays. Any potential delays due to conflicts with other contractors shall be reported to the Contracting Officer or his/her designated representative immediately.

(End of Clause)

1.27 SEAGOING BARGE ACT

(1979 OCE)

The Seagoing Barge Act (46 U.S.C. et sq.) applies to this project. In the event the low bidder contemplates using plant that requires U.S. Coast Guard certification to comply with the Act, the low bidder shall within ten (10) calendar days after bid opening submit a copy of said certificate to the Contracting Officer. Failure to produce the certificate within the required time shall subject the bidder to a determination of nonresponsibility.

(End of Clause)

1.28 COAST GUARD CERTIFICATION OF PLANT

Furnish the Contracting Officer sufficient evidence that the Contractor's floating plant (or self propelled dredge) has proper and necessary USCG certification as may be applicable under 46 U.S. Code Chapter 33 , 46 U.S. Code Chapter 51 , or 46 CFR 7 .

(End of Clause)

1.29 CONTRACT DRAWINGS AND SPECIFICATIONS

(AUG 2000)

(a) The Government will provide to the Contractor, without charge, two (2) cds, one (1) half-size contract drawing set, one (1) full-size contract drawing set, and two (2) contract specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer or his/her designated representative.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer or his/her

SECTION 01 10 00.10 Page 15 designated representative of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this subparagraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings;

and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified in Section 00 01 15 LIST OF DRAWINGS.

(End of Clause)

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 10 00.10 Page 16

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.1.2.1 Wilmington and Morehead City Harbor (OPTIONS)

1.1.2.2 Savannah and Brunswick Harbor (BASE)

1.1.2.3 Channel Framework

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Provide construction services, including furnishing personnel, transportation, mobilization/demobilization, equipment, and materials required in connection with maintenance dredging in the Wilmington, Morehead City, Savannah and Brunswick Harbor Entrance Channels and disposal of the dredged materials. Perform these services in accordance with the Contract. Services not specifically described herein are nevertheless required if they can be identified as an item commonly a part of normally expected and/or professional grade work of a comparable nature. Perform work in accordance with the Contract.

The units of measure of this project will be in U.S. standard units.

Horizontal control shall be NAD 83 North Carolina state plane coordinate system for Wilmington and Morehead City Harbors and NAD 83 Georgia East state plane coordinate system for Savannah and Brunswick Harbor. Vertical control shall be Mean Lower Low Water (MLLW) EPOCH 1983-2001. Contractor surveys shall be coordinated with the Contracting Officer to ensure that surveys are done consistent with Government standards and accepted datum.

The limits of construction are shown on the Contract Drawings.

Construction work described herein applies to the excavation and disposal of dredged material in the designated areas, and survey before and after construction.

1.1.2 Location

1.1.2.1 Wilmington and Morehead City Harbor (OPTIONS)

The (OPTIONS) dredging is located in the entrance channel reaches of Wilmington Harbor and Morehead City Harbor. Disposal of dredged material shall be offshore of Brunswick County and Carteret County, North Carolina.

1.1.2.2 Savannah and Brunswick Harbor (BASE)

The (BASE) dredging is located in the entrance channel offshore of Chatham County and Glynn County, Georgia. Disposal shall be offshore of Chatham and Glynn County, Georgia.

1.1.2.3 Channel Framework

Wilmington, Morehead City, Savannah and Brunswick Harbors official channel framework is located at the following site:

http://navigation.usace.army.mil/Survey/Framework

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT PROGRESS SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.2.1 Level of Detail Required

3.2.2 Activity Durations

3.2.3 Procurement Activities

3.2.4 Mandatory Tasks

3.2.5 Government Activities

3.2.6 Standard Activity Coding Dictionary

3.2.6.1 Workers Per Day (WRKP)

3.2.6.2 Area of Work Coding (AREA)

3.2.6.3 Modification Number (MODF)

3.2.6.4 Bid Item Coding (BIDI)

3.2.7 Contract Milestones and Constraints

3.2.7.1 Project Start Date Milestone and Constraint

3.2.7.2 End Project Finish Milestone and Constraint

3.2.7.3 Interim Completion Dates and Constraints

3.2.7.3.1 Start Phase

3.2.7.3.2 End Phase

3.2.8 Calendars

3.2.9 Open Ended Logic

3.2.10 Default Progress Data Disallowed

3.2.11 Out-of-Sequence Progress

3.2.12 Added and Deleted Activities

3.2.13 Original Durations

3.2.14 Leads, Lags, and Start to Finish Relationships

3.2.15 Retained Logic

3.2.16 Percent Complete

3.2.17 Remaining Duration

3.2.18 Early Completion Schedule and the Right to Finish Early

3.3 PROJECT SCHEDULE SUBMISSIONS

SECTION 01 32 01.00 10 Page 1

3.3.1 Initial Project Schedule Submission

3.3.2 Periodic Schedule Updates

3.4 SUBMISSION REQUIREMENTS

3.4.1 Data

3.4.2 Network Diagram

3.4.2.1 Continuous Flow

3.4.2.2 Project Milestone Dates

3.4.2.3 Critical Path

3.5 WEEKLY PROGRESS MEETINGS

3.6 REQUESTS FOR TIME EXTENSIONS

3.6.1 Justification of Delay

3.6.2 Time Impact Analysis (Prospective Analysis)

3.6.3 Fragmentary Network (Fragnet)

3.6.4 Time Extension

3.6.5 Impact to Early Completion Schedule

3.7 FAILURE TO ACHIEVE PROGRESS

3.7.1 Artificially Improving Progress

3.7.2 Failure to Perform

3.7.3 Recovery Schedule

3.8 OWNERSHIP OF FLOAT

3.9 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.10 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT PROGRESS SCHEDULE

02/15

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.

AACE INTERNATIONAL (AACE)

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G

Initial Project Schedule ; G

Periodic Schedule Update ; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting requirements of this specification.

SECTION 01 32 01.00 10 Page 3

2.1.1 Government Default Software

The Government intends to use Primavera P6 and/or Microsoft Project Professional 2016 .

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required SDEF file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6 or Microsoft Project Professional 2016 , that is compliant with this specification, the contractor must request permission from the Government to use the software prior to submission of associated submittals.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM)

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made .

3.2 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.2.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

- Dredging sequencing

SECTION 01 32 01.00 10 Page 4

- Dredging plant(s) type, size, and anticipated daily production rate(s)

- Environmental windows to include applicable mobilization and demobilization of equipment to include but not limited to pipeline

- Acceptance Sections (by Reach per contract drawings and/or contractor requested areas approved by the Government)

- Mobilization and demobilization durations

- Minimum of one activity per CLIN

- Disposal Area Work (if applicable)

- Submitted schedule timeline calendar days for each month matches the calendar days per month for the respective year

3.2.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.2.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies.