Amendment 0001 SPECS W912PM22B0032 JHKerr Bridge.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W912PM22B0032 is amended as follow s:

1. Adjust the Bid Schedule as follow s: CLIN 0002 is changed from a quantity of 5,500 SF to 8,800 SF.

2. Revise the plans and specif ications. See the Summary of changes.

3. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912PM22B0032

X 9B. DATED (SEE ITEM 11)

28-Jul-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Aug-2022

CODE

U S ARMY CORPS OF ENGINEERS, WILMINGTON

CONTRACTING - WILMINGTON DISTRICT

69 DARLINGTON AVENUE

WILMINGTON NC 28403

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM22B0032

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

The Issued By organization has changed from

U S ARMY CORPS OF ENGINEERS, WILMINGTON

WILMINGTON DISTRICT

ATTN: CONTRACTING DIVISION

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

to

U S ARMY CORPS OF ENGINEERS, WILMINGTON

CONTRACTING - WILMINGTON DISTRICT

69 DARLINGTON AVENUE

WILMINGTON NC 28403

CLIN 0002

The pricing detail quantity has increased by 3,300.00 from 5,500.00 to 8,800.00.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following Delivery Schedule item for CLIN 0002 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

270 dys. ANP 5,500 COASTAL RESIDENT OFFICE

ISABELLE E. RICO

69 DARLINGTON AVENUE

WILMINGTON NC 28403

910-251-4464 FOB: Destination

W912PM

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

270 dys. ANP 8,800 COASTAL RESIDENT OFFICE

ISABELLE E. RICO

69 DARLINGTON AVENUE

WILMINGTON NC 28403

910-251-4464 FOB: Destination

W912PM

(End of Summary of Changes)

Solicitation # W912PM22B0032 Project Title – FY22 IIJA Bridge and Roadway Repair, John H Kerr Dam and Reservoir Mecklenburg County, VA Amendment No. 0001 Date: 17-AUGUST-2022

TECHNICAL SUMMARY OF CHANGES

1. CHANGES TO SPECIFICATIONS. Attached hereto are [new, revised and deleted] sections to the specifications. Revision mark “***AMENDMENT 0001***” is shown on each revised page.

A. REVISED SECTIONS. The following revised sections replace like numbered sections.

Changes to text are indicated by underline and/or strike-through.

• Section 00 01 15 – LIST OF DRAWINGS o 1.2 – Contract Drawings

Attachment 1 – Index of Drawings

• Section 01 45 00.00 10 – QUALITY CONTROL o 3.4 –Quality Control Organization

Paragraph 3.4.3 CQC System Manager

• Section 02 83 00 – LEAD REMEDIATION o Numerous revisions have been made throughout this section.

…end of summary…

August 17 -2022

Solicitation No. W912PM22B0032 Contract No. W912PM22XXXXX

FY22 IIJA Bridge and Roadway

Repair, John H Kerr Dam and

Reservoir

Mecklenburg County, VA

Amendment 0001- Specifications

Notice to Contractor:

Lead Based Paint Remediation Required

John H Kerr Clean Repaint Spillway Bridge & Appr Rdwy Resurfacing JHKERRBRIDGE

RTA

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 10 00.10 38 01/13 SUPPLEMENTARY SPECIAL CONTRACT

REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 02/15 PROJECT PROGRESS SCHEDULE

01 32 23.38 04/17 LAYOUT OF WORK AND SURVEYING

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

02 83 00 11/18 LEAD REMEDIATION

DI VI SI ON 09 - FI NI SHES

09 97 02 02/20, CHG 1: 11/21 PREPARATION AND PAINTING OF BRIDGE

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Amendment 0001

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

***AMENDMENT 0001***

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

ATTACHMENTS:

Attachment 1 - Index of Drawings

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

Amendment 0001

DOCUMENT 00 01 15

LIST OF DRAWINGS

***AMENDMENT 0001***

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

The list of Contract drawings can be found in Attachment 1 - Index of Drawings at the end of the section.

-- End of Document --

DOCUMENT 00 01 15 Page 2

Attachment 1 - Index of Drawings

Sheet No. Title

G-000 COVER SHEET ***

G-001 GENERAL CONSTRUCTION NOTES ***

C-101 SITE PLAN

S-101 MAIN DAM PLAN AND ELEVATIONS

S-102 SPILLWAY MONOLITHS 19-41 INCL. PLAN AND SECTION

S-103 NON-OVERFLOW MONOLITHS 1-9 INCL. AND 42-53 INCL. CUT-OFF WALL PLAN, ELEVATION, AND SECTIONS *** S-501 SPILLWAY MONOLITHS 20-40 INCL. PIER DECK ARRANGEMENT SECTIONS AND DETAILS ***

S-502 STEEL SUPERSTRUCTURE CLEAN AND REPAINT PLANS AND SECTIONS ***

S-601 GIRDER REPAIR PHOTOS ***

REFERENCE DRAWINGS (ISSUED 1947)

GC 203A-2 MAIN DAM - PLAN, ELEVATIONS AND SECTIONS SHEET NO. 6

GE 808A-1 MAIN DAM - ELECTRICAL MONOLITHS 1-9 INCL. CONDUIT AND GROUNDING SHEET NO. 330 *** GE 815a-0 MAIN DAM - ELECTRICAL MONOLITHS 42-53 INCL. CONDUIT AND GROUNDING SHEET NO. 335 ***

SC 200A-1 SPILLWAY MONOLITHS 19-41 INCL. PLAN AND SECTION SHEET NO. 42 ***

SC 270A-0 SPILLWAY MONOLITHS 19-41 INCL. BRIDGE SHEET NO. 75

SS 200A-0 SPILLWAY MONOLITHS 19-41 INCL. BRIDGE ERECTION DIAGRAM AND GIRDER DETAILS SHEET NO. 164

SS 201A-0 SPILLWAY MONOLITHS 19-41 INCL. BRIDGE FLOOR BEAMS SHEET NO. 165

SS 202A-0 SPILLWAY MONOLITHS 19-41 INCL. MISCELLANEOUS STRUCTURAL STEEL SHEET NO. 166 SS 203A-0 SPILLWAY MONOLITHS 19-41 INCL. HATCH FRAMES, COVERS AND JOINT FRAMES SHEET NO. 167 SS 204A-1 SPILLWAY MONOLITHS 19-41 INCL. CATWALK-ERECTION AND DIAGRAM DETAILS NO. 168

SS 205A-0 SPILLWAY MONOLITHS 19-41 INCL. CATWALK FRAMING NO. 169

SS-206A-0 SPILLWAY MONOLITHS 19-41 INCL. HATCH ARRANGEMENT NO. 170

SS 207A-0 SPILLWAY MONOLITHS 20-40 INCL. PIER DECK ARRANGEMENT NO. 171

NC 200A-0 NON-OVERFLOW MONOLITHS 1-9 INCL. AND 42-53 INCL. AND CUT-OFF WALL SHEET NO. 37 NC 201A-0 NON-OVERFLOW MONOLITHS 1-8 INCL. AND 42-53 INCL. SECTIONS & DETAILS SHEET NO. 38

NC202A-0 NON-OVERFLOW MONOLITHS 9 INCL. SECTIONS & DETAILS SHEET NO. 39

*** Indicates Sheets that have been amended or added by Amendment 001.

***AMENDMENT 0001***

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01/13

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PERFORMANCE AND PAYMENT BONDS

1.4 WATER CONSERVATION

1.5 BULLETIN BOARD

1.6 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.7 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.8 SAMPLING, CERTIFICATES, AND TESTING

1.9 CERTIFICATES OF COMPLIANCE

1.10 REQUIRED CONSTRUCTION MEETINGS

1.11 WORK IN QUARANTINED AREA

1.12 VIRGINIA SPECIFICATIONS

1.13 DEFINITIONS FOR VDOT SPECIFICATIONS

1.14 PUBLIC CONVENIENCE AND SAFETY

1.14.1 Traffic Control

1.14.2 Storage of Materials

1.15 MAINTENANCE DURING CONSTRUCTION

1.15.1 Maintenance When Work is Suspended

1.15.2 Spilled Materials

1.16 INSPECTION

1.17 PARTNERING

1.18 LOAD RESTRICTIONS

1.19 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

1.19.1 Removal of Barricades And Warning Signs

1.19.2 Replacement of Signs

1.19.3 Cost of Protective Devices

1.20 PROTECTION OF EXISTING FACILITIES

1.21 CONTRACT AREA AND TRESPASSING

1.22 COORDINATION WITH OTHER CONTRACTORS

1.23 CONTRACT DRAWINGS AND SPECIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 10 00.10 38 Page 1

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01/13

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.

Virginia Department of Transportation (VDOT)

VDOT 2020 Road and Bridge Specification Book

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-5 Plant Pest Quarantined Area and Foreign Soil Samples

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

List of Subcontractors

Certificate of Insurance

Within 24 hours of conclusion of physical tests, 5 copies of test results including calibration curves and results of calibration tests.

SD-07 Certificates

Completion of Corps CQC Course

Letter Appointing Superintendent

Qualifications of the commercial testing laboratory or Contractor's testing laboratory/facilities GA

SD-11 Closeout Submittals

SYSTEM AS-BUILT DRAWINGS; GA

1.3 PERFORMANCE AND PAYMENT BONDS

Each bidder shall include his premiums for performance and payment bonds under the appropriate, "Performance and Payment Bonds" contract line item

SECTION 01 10 00.10 38 Page 2 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)

1.4 WATER CONSERVATION

Water is one of our valuable natural resources. Accordingly, the Contractor shall be judicious in its use in the performance of the work as specified. Water needed for compaction of roadway and/or foundation 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)

1.5 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)

1.6 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

SECTION 01 10 00.10 38 Page 3 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 (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.

(End of Clause)

1.7 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. 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)

1.8 SAMPLING, CERTIFICATES, AND TESTING

(a) General. Within 30 days after acknowledgment of Notice to

SECTION 01 10 00.10 38 Page 4

Proceed, the Contractor shall submit to the Contracting Officer or his/her designated representative an electronic file of a list of the items for which he proposes to furnish manufacturer's certificates and/or samples for inspection and testing. The list shall include, but is not limited to the following information:

(1) Name of item

(2) Specification paragraph covering this item

(3) Date sample will be furnished

(4) Delivery date of product

(5) Items for which a certificate will be furnished

(b) Submittals. Any product or item mentioned in these specifications and required to meet Federal, ASTM, AASHTO, U. S. Army or Navy, AREMA, AWWA, and UL Specifications or Codes, specified herein with certain limiting or qualifying requirements, or any product or item which is required to be similar and equal to a specified product or item may require the submission, before delivery of the product or item to the job site, of one or more of the following:

(1) Certificate by the manufacturer that the item meets the contract requirements.

(2) Samples for inspection, comparison, and testing, including destructive tests.

(c) Sample delivery. Unless otherwise specified or authorized, all samples shall be delivered (without cost to the Government) to:

U.S. Army Engineer District, Wilmington Corps of Engineers ATTENTION: Coastal Resident Office 69 Darlington Avenue Wilmington, North Carolina 28403

If required by the Contracting Officer or his/her designated representative, duplicate samples shall be shipped to the Wilmington District Office at no expense to the Government.

(d) Testing. All tests required in the Technical Provisions shall be made by and at the expense of the Contractor except those material tests specifically excluded which will be made by and at the expense of the Government. All instruments and personnel required for the required tests shall be furnished by the Contractor. The Government reserves the right to interrupt the work to make tests on all facets of concreting and other operations. These tests will be made as necessary to insure conformance to applicable specifications and drawings and will be made by and at the expense of the Government except Contractor sampling support as required by the Technical Provisions. In those instances where testing is specified to be made at the Government's expense, the cost of the initial testing will be at the Government's expense; however, any retesting due to failure of the materials to meet the requirements in the initial test shall be performed at the Contractor's expense. The retests shall be made at laboratories approved by the Contracting Officer or his/her designated representative. The costs of retests made at Government laboratories will

SECTION 01 10 00.10 38 Page 5 be deducted from the total amount due the Contractor, at actual cost to the Government, unless otherwise specified.

(End of Clause)

1.9 CERTIFICATES OF COMPLIANCE

(l969 MAY OCE)

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in 3 copies.

Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply.

Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

(End of Clause)

1.10 REQUIRED CONSTRUCTION MEETINGS

(a) In addition to meetings required elsewhere in the specifications, the Contractor and any Subcontractors identified by the Contracting Officer's Representative shall be required to attend a preconstruction meeting (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's 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 Environmental protection plan see Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, for additional information

(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's Representative to all in attendance.

(End of Clause)

SECTION 01 10 00.10 38 Page 6

1.11 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)

1.12 VIRGINIA SPECIFICATIONS

The Virginia Department of Transportation ( VDOT) "Road and Bridge Specification Book," (hereinafter referred to as the Standard Specifications) applies to this work when so referenced.

(End of Clause)

1.13 DEFINITIONS FOR VDOT SPECIFICATIONS

Wherever in the Virginia Department of Transportation "Road and Bridge Specification Book" or on the drawings the following terms are used, the intent shall be as indicated below unless otherwise modified within the specifications:

State - - - - - - - - - - - - - - - - - U. S. Government Department or Department of Transportation - - - - - - - - - - - Corps of Engineers Engineer or Chief Engineer- - - - - - - Contracting Officer, Corps of Engineers Materials and Test Unit - - - - - - - - Corps of Engineers Division of Highways- - - - - - - - - - Corps of Engineers Board or Board of Transportation- - - - Corps of Engineers

Where VDOT materials and test unit requirements are referenced in these specifications, they shall be taken as such and not Corps of Engineers Standards unless otherwise stated.

(End of Clause)

1.14 PUBLIC CONVENIENCE AND SAFETY

1.14.1 Traffic Control

John H Kerr Dam carries Virginia Highway 4 across the top of the dam.

Construction activity shall be phased to allow at least one-lane travel across the top of the dam with a minimum lane width of 11 feet. The Contractor shall submit a detailed Traffic Control Plan addressing the

SECTION 01 10 00.10 38 Page 7 traffic disrupting construction activities and planned measures for meeting the one-lane travel requirement. The Traffic Control Plan must be sealed by a proffesional traffic engineer licensed in the state of Virginia and approved by the Contracting Officer or the Contracting Officer's designated representative prior to any work.

The Traffic Control Plan shall be developed in accordance with the current version of the VDOT "WORK AREA PROTECTION MANUAL". The Traffic Control Plan shall be reviewed by and coordinated with the Permits Department of the VDOT Office located in South Hill, Virginia.

1.14.2 Storage of Materials

Materials and equipment shall not be stored within roadway rights-of-way or in such a manner as to pose possible danger or obstruction to the traveling public.

(End of Clause)

1.15 MAINTENANCE DURING CONSTRUCTION

From the first day any work is done, the Contractor shall maintain in an equally satisfactory condition all of the items of work covered by the contract until they are finished, placed in service unfinished, or until all of the work is finally accepted. This maintenance shall be continuous and effective work prosecuted day by day with adequate equipment to the end of that roadway and structures are kept in satisfactory and acceptable condition. The Contractor shall be responsible for maintaining all barricades, danger, warning, and detour signs and lights as specified hereinafter. When no pay item for such maintenance is shown in the Bidding Schedule, the cost of maintenance shall be included in the price bid for other pay items, and no separate payment will be made.

1.15.1 Maintenance When Work is Suspended

If construction is suspended for any reason, the Contractor shall place the work in such condition as the Contracting Officer or his/her designated representative directs, before suspension, and shall maintain it in a condition satisfactory to the Contracting Officer or his/her designated representative throughout the period of the suspension.

1.15.2 Spilled Materials

The Contractor shall not allow spilled materials to remain on the highways. Spillage sufficient to create a traffic hazard shall be removed immediately. Other light spillage shall be removed daily.

(End of Clause)

1.16 INSPECTION

The Contractor shall furnish, on the request of the Contracting Officer or his/her designated representative or Government Inspector:

a) The Contracting Officer or his/her designated representative or Government Inspector shall have full access at all times to any and all points of construction. All Government Representatives will comply with the real-time/current time requirements of the Center for Disease Control (CDC) requirements. The Contractor shall not impose or

SECTION 01 10 00.10 38 Page 8 enforce requirements and/or restrictions on the Government representatives which are more stringent than, or exceed the CDC requirements without the prior written approval of the Contracting Officer, and any delays or other costs attributable to teh unauthorized impostion or enforcement of those requirements and/or restrictions shall be at the expense of the Contractor.

(End of Clause)

Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific facilities may be furnished and maintained by the Contracting Officer or his/her designated representative and the cost thereof will be deducted from any amounts due or to become due the Contractor.

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 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 LOAD RESTRICTIONS

The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the project. A special permit will not relieve the Contractor of liability for damage which may result from such hauling. The Contractor shall not operate equipment of such weight or so loaded as to cause damage to drainage structures or the roadway, or to any other type of improvement, either completed or under construction. Hauling of materials over the existing surface shall be limited as directed, and in no case shall legal load limits be exceeded unless permitted in writing. The Contractor shall repair, at his own expense, all damage to the work caused by his equipment.

(End of Clause)

1.19 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

The Contractor shall provide, erect, and maintain all necessary traffic control devices in substantial conformance to Part VI of the 1988 "Manual on Uniform Traffic Control Devices for Streets and Highways" as published by the U.S. Department of Transportation, Federal Highway Administration, and available from AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS (AASHTO), U. S. DEPARTMENT OF TRANSPORTATION

(DOT). This requirement shall include flagman as shown in the manual when necessary and the use of electric flashers as conditions of construction

SECTION 01 10 00.10 38 Page 9 may require during hours of darkness. The Contractor shall take all necessary precautions for protection of the work and for the safety of the public at or near the site of construction. Signing, barricades, lights, and other devices shall be well maintained and repositioned or removed as the progress of the work requires. No substandard, poorly maintained device will be acceptable. Particular attention shall be given to the following:

1.19.1 Removal of Barricades And Warning Signs

As soon as construction advances to the extent that temporary barricades, and signs such as "Detour", "One Way Traffic," etc. are no longer needed to inform the traveling public, such signs shall be removed promptly.

1.19.2 Replacement of Signs

When new work is necessary during any period of construction or maintenance, necessary signs shall be replaced as are needed to adequately warn and protect the public in accordance with the provisions outlined above. As soon as the project has been accepted for maintenance, all temporary barricades and warning signs shall be removed promptly.

1.19.3 Cost of Protective Devices

Unless otherwise shown in the Bidding Schedule, the cost of furnishing, erecting, maintaining, and removing protective devices will not be paid for as separate bid items. Where the Contractor is required to perform any of these functions, the cost thereof shall be included in the overall bid submitted. Ownership of the temporary warning devices shall remain with the Contractor provided the devices are removed promptly after completion of the work as specified above. If such warning devices are left in place for more than 30 days after the specified time for removal, the Government shall have the right to remove such devices and to claim possession thereof.

(End of Clause)

1.20 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 surfaces, 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. 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 Contracting Officer or his/her designated representative to review and approve such alterations prior to the alteration being made.

Bridge Painting Related Work: Everything not to be painted shall be protected, including but not limited to protection of bearing pads, adjacent concrete surfaces, steel boxes, conduit expansion joints, from the painting and blasting process. The Contractor shall protect all mechanical-electrical equipment, motors, boxes, conduit, from all adjacent construction activities including but not limited to abrasive blasting and painting. The Contractor shall take extreme care to not get blast material or overspray in the motors or controls, wheel drive shaft

SECTION 01 10 00.10 38 Page 10 bearings, or cable reels (wire rope). The protection systems shall be tightly wrapped with heavy duty tarp and taped and not just draped with tarp. Overspray or abrasive-blasting media or grinding dust is not acceptable for any mechanical or electrical equipment. The Contractor shall notify the Contracting Officer or his/her designated representative a minimum of 24 hours in advance for inspection purposes (Monday through Friday) to demonstrate that the protection systems are properly covering protected equipment and secured, prior to any blasting operation commencing. The Contracting Officer or the his/her designated representative shall approve the protection prior to the removal of lead based paint and/or abrasive blasting.

The Contractor shall inspect all tarped/taped areas during blasting and painting operations. Blasting and painting operations shall immediately stop if any tarp/tape areas are found damaged. All damaged tarp/tape areas shall be immediately repaired prior to proceeding with blasting and painting operations.

(End of Clause)

1.21 CONTRACT AREA AND TRESPASSING

Property owners have signed easements which will allow the Contractor to enter and perform the work required by these specifications upon all land lying within the right-of-way limits shown on the drawings. The Contractor's operation shall be confined solely to those areas for which permission has been granted by the owners to enter. The Contractor shall cut only such timber as may be necessary for the prosecution of the work.

The Contractor shall not inflict damage upon land outside the contract area by unwarranted entry upon, passage through, or disposal of material on such land. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, lands or facilities outside the contract area. If such an agreement is made, it shall be in writing and a copy shall be furnished the Contracting Officer or his/her designated representative. The Contractor shall hold and save the Government, its officers, and agents free from liability of any nature or kind arising from any trespassing or damage occasioned by his operations.

(End of Clause)

1.22 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 performing work in the area as needed to avoid conflicts and delays. As a minimum the Contractor shall schedule weekly or as necessary coordination meetings between the Contractor, Contracting Officer or his/her designated representative, local Town officials and their Contractors that are working within the project area to discuss the progress of work and current activities.

1.23 CONTRACT DRAWINGS AND SPECIFICATIONS

(AUG 2000) DFARS 252.236-7001

(a) The Government will provide to the Contractor, without charge, 5 cds, (3) sets of full-size drawings, (2) sets of half-size drawings, and (5) sets of 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

SECTION 01 10 00.10 38 Page 11 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 designated representative of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (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

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PART 3 EXECUTION

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SECTION 01 10 00.10 38 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

A. Clean and repaint girders and support members on bridge steel superstructure as required by the contract drawings and specifications.

a. John H Kerr spillway bridge has 22 spans. Each span is over one of the dam's 22 tainter gates. Each of the 22 spans has two main girders.

b. Work will consist of cleaning existing steel girder and floor beam extension surfaces by blasting (SSPC SP 5) or other approved method as needed (SSPC SP 3). The existing paint is a lead-based paint.

c. Repaint with the epoxy paint system specified in the contract

(21-AZ).

d. Work will require under bridge work access platform and containment system.

e. Contractor must have certification from the Society for Protective Coatings (SSPC) QP-1 and QP-2 with experience in lead abatement.

B. Approach Roadway Resurfacing.

a. The approach roadway surface is a concrete surface on the top of the concrete dam's non-overflow monoliths. There are nine non-overflow monoliths on the west end of the dam and twelve non-overflow monoliths on the east end of the dam. Each monolith is 50-feet in length along the centerline of the dam. The width of the roadway surface from curb to curb is 24-feet.

b. The top six to nine inches of the approach roadway surface of 21 non-overflow monoliths will be excavated and disposed of offsite. Excavation of the roadway surface will be accomplished by an VDOT approved method such as saw cutting and milling. All procedures and restrictions described in the VDOT Road and Bridge Specifications (2020) shall be followed. Jack hammers and rams attached to excavators will not be allowed due to the roadway surface being on top of a mass concrete dam.

c. New concrete will replace the excavated concrete as required by the contract drawings and specifications.

1.1.2 Location

The John H Kerr bridge and roadway work is in Mecklenburg County, Virginia and is served by both first-class and secondary roads. VA Highway 4 serves the general area where the work is to be performed.

1.2 EXISTING WORK

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

SECTION 01 11 00 Page 2

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.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACT COST BREAKDOWN

1.3 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.3.1 Submission of Invoices

1.3.2 Final Invoice

1.4 SINGLE JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization

1.4.1.1 Payment

1.4.1.2 Unit of Measure

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Clean and Repaint Spillway Bridge Girders

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Approach Roadway Resurfacing

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Weight Certificates

1.2 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.3 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.3.1 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE 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, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.3.2 Final Invoice

a. A final invoice must 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 must contain the corporate seal. An officer of the

SECTION 01 20 00 Page 2 corporation must sign and the corporate secretary must certify the Final Release.

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

1.4 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.4.1 Mobilization and Demobilization

1.4.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.4.1.2 Unit of Measure

Unit of measure: job.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.5.1 Clean and Repaint Spillway Bridge Girders

1.5.1.1 Payment

Payment will be made for costs associated with; traffic control, work access platform, containment system, cleaning existing steel girder and

SECTION 01 20 00 Page 3 floor beam extension surfaces by blasting or other approved method, disposal of blast material and lead based paint, and repainting with the epoxy paint system specified.

1.5.1.2 Measurement

The total quantity of girders to be cleaned and repainted for which payment will be made is by each girder.

1.5.1.3 Unit of Measure

Unit of measure: Each.

1.5.2 Approach Roadway Resurfacing

1.5.2.1 Payment

Payment will be made for costs associated with; traffic control, milling and or saw cutting existing concrete pavement, disposal of excavated concrete, placement of new concrete as specified, and placement of new joint material.

1.5.2.2 Measurement

The total quantity of approach roadway surface sections to be resurfaced for which payment will be made is by each monolith section.

1.5.2.3 Unit of Measure

Unit of measure: Each.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00 Page 4

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 and/or Microsoft Project Professional 2016

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)

3.2.6.5 Feature of Work Coding (FOW)

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…