W912P424B0003 Amendment 0001.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

1. CONTRACT ID CODE PAGE OF PAGES

1 278

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

16C. DATE SIGNED

BY 26-Feb-2024

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

X 9B. DATED (SEE ITEM 11)

02-May-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

W912P424B0003

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.)

The purpose of this amendment is to:

1) Add revised plans and specifications. The original version omitted drawings.

2) This amendment fully replaces the plans and specifications posted with the original solicitation.

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE

DATE

07 May 2024

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

478 MAIN STREET

BUFFALO NY 14202-3278

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Certified Final/RTA

SOL.NO.W912P4-24-B-0003

EMERALD SHINER EXTENSION PROJECT

NIAGARA RIVER

BUFFALO, NY

DOCUMENTS

AND SPECIFICATIONS

17 APRIL 2024

EMERALD SHINER EXTENSION PROJECT CERTIFIED FINAL/RTA

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 10 20 04/14 DIVING

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

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

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

01 35 13 11/20, CHG 1: 02/22 SPECIAL PROJECT PROCEDURES

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

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 2: 11/21 QUALITY CONTROL

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

MODE (RMS CM)

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

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

DI VI SI ON 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

DI VI SI ON 09 - FI NI SHES

09 97 02 02/20, CHG 1: 11/21 PAINTING: HYDRAULIC STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1000

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 20

DIVING

04/14

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DOCUMENTATION

1.4 QUALITY CONTROL

1.4.1 Daily Equipment Inspections

1.5 DIVING PLAN

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 DIVING OPERATIONS

3.1.1 Numbers of Persons for Dive Teams

3.1.1.1 Standby Diver

3.1.1.2 USACE Dive Inspector

3.2 DIVING WORK

-- End of Section Table of Contents --

SECTION 01 10 20 Page 1001 4/17/2024

SECTION 01 10 20

DIVING

04/14

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.

ASSOCIATION OF DIVING CONTRACTORS INTERNATIONAL (ADCI)

ADC Manual Manual of Safe Practices in Commercial Diving

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards Subpart T

29 CFR 1910.420 OSHA Safe Practices Manual

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Diving Plan; G, AO

SD-07 Certificates

Training, Qualifications and Medical Certificates

Safe Practices Manual

Emergency Management Plan

1.3 DOCUMENTATION

a. All diving activities must follow Section 30 (Diving) in EM 385-1-1 .

Submit a diving plan for all diving phases and aspects of the inspection and construction operations to be performed under this contract within 40 calendar days following receipt of Notice to Proceed. The requirements for the diving plan submittal must be in accordance with in EM 385-1-1 , Section 30.A.16. Diving must not be performed prior to the plan being approved by the Buffalo District Dive Coordinator.

SECTION 01 10 20 Page 1002 4/17/2024

b. Submit all required certification and data in accordance with EM 385-1-1 , Sections 30.A.05 through 30.A.09, 30.A.15, and 30.A.18, at least 30 calendar days prior to commencing diving operations. The sections stated reflect the minimum requirements.

1.4 QUALITY CONTROL

Establish and maintain a quality control system for all operations performed under this Section to assure compliance with contract requirements and maintain records of its quality control for all operations performed, including, but not limited to the following:

a. The most stringent requirements of referenced standards identified and complied with.

b. All required submittals satisfactorily made and work performed in accordance with approved dive plan.

c. All diving teams composed of the required numbers of persons of each classification.

d. Observance of safety regulations, as noted in the ADC Manual , the Manual of Safe Practices in Commercial Diving, 29 CFR 1910.420 of the OSHA Safe Practices Manual, and Subpart T of 29 CFR 1910 of the Occupational Safety and Health Standards.

1.4.1 Daily Equipment Inspections

The contractor must perform a daily inspection of all equipment and make replacements to any equipment found to be deficient. Ensure all equipment is suitable for the weather conditions on site to ensure no equipment failure occurs. Document the inspection and any replaced equipment in the contractor's daily construction reports.

1.5 DIVING PLAN

If diving operations will be performed, submit a diving plan for all diving phases and aspects of the inspection and construction operations to be performed under this contract within 40 calendar days of contract award. The requirements for the diving plan submittal are described in EM 385-1-1. Do not perform any diving prior to the plan being approved by the Buffalo District Dive Coordinator.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 DIVING OPERATIONS

Notify the government at least 72 hours in advance of any dive operations occurring on site. Conduct all diving operations in accordance with the most stringent standards specified in this Section and referenced in the Article "REFERENCES" of this Section. (Up-to-date standards take precedence over out-dated standards.) Within EM 385-1-1 those provisions pertaining to contract diving operations apply to this contract. Maintain on-site, complete copies of all dive plans, diving standards, manuals, memorandums, all activity hazard analysis (AHA), training, qualifications

SECTION 01 10 20 Page 1003 4/17/2024 and medical certificates for divers, Safe Practices Manual, Emergency Management Plan, and regulations it is required to comply with and make them accessible during normal working hours to all persons engaged in the work on this contract, including Government and regulatory personnel.

3.1.1 Numbers of Persons for Dive Teams

Every dive team performing under this contract must be composed of not less than the number of persons of each classification specified in EM 385-1-1.

3.1.1.1 Standby Diver

The required standby diver on every dive team must, without exception, be a diver at the dive location who is on the surface, out of the water, and available to assist divers in the water. A standby diver must be dressed for immediate entry into the water.

3.1.1.2 USACE Dive Inspector

Dive operations must not start without the presence of a USACE Dive Inspector. If the USACE local inspector is not available, the government will assign an alternate to the project for inspection of all dive related tasks.

3.2 DIVING WORK

Describe the unique functions, responsibilities and safety precautions applicable to the dive team for each component of the work in detail in the diving plan, the work plan and the Accident Prevention plan for this contract. Stringently monitor and executed all diving operations. The Contractor is responsible for the safety of the work, the workers and other persons present during all construction operations.

-- End of Section --

SECTION 01 10 20 Page 1004 4/17/2024

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 LOCATION

1.2 WORK REQUIRED

1.3 EXISTING WORK

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1005 4/17/2024

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

a. This section is intended for the sole purpose of providing a general description of the major items of work to be performed. Any omission from this section will not relieve the Contractor from performing any work required. Specific requirements for performing the work are provided in the other sections of the specifications.

b. Some of the work will require submittals that require Government approval before the work may be started. This includes, but is not limited to, various plans, including safety, indicating how the work will be accomplished.

1.1 LOCATION

All work under this contract is to be performed at Broderick Park in Buffalo, NY. The work is limited to the existing bulkhead located on the western side of the park. Refer to project drawings for the exact work limits.

1.2 WORK REQUIRED

The purpose of the project is to perform repairs to the existing concrete bulkhead and affix new baffle assemblies to the existing bulkhead. The repair is limited to approximately 700 ft of the existing bulkhead, between STA 0+70 and 7+70.

The general requirements for the project consists of the following items.

The order of the work items may not be as required. See the contract drawings for the proposed construction sequence.

a. Perform pre-construction dive inspections on the timber crib and below water face of the concrete bulkhead.

b. Perform site work including removal of existing fencing, performing clearing operations on site, establishing the work and staging areas, and mobilizing and powering all temporary facilities required for construction.

c. Perform drilling and grouting repairs to the existing timber crib.

d. Saw cut and remove all deteriorated and delaminated concrete from the face of the existing pre-cast concrete blocks. Install formwork and rebar for class d concrete.

e. Perform Class D concrete face repairs and epoxy grout repairs to the existing cracks in the existing concrete bulkhead.

f. Shop fabricate bent steel plate baffles. Perform quality control and government quality assurance inspections in accordance with section 01 35 13 SPECIAL PROJECT PROCEDURES. Perform painting of the bent

SECTION 01 11 00 Page 1006 4/17/2024 steel plate baffles in accordance with section 09 97 02 PAINTING:

HYDRAULIC STRUCTURES.

g. Affix steel plating and bent steel plate baffles to the existing concrete bulkhead. Drill and epoxy all anchorage for installation of the plating and baffles.

1.3 EXISTING WORK

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

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

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 1007 4/17/2024

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 3: 02/ 23

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Submission of Invoices

1.2.2 Final Invoice

1.3 SINGLE JOB PAYMENT ITEMS

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Record and As-Built Drawings

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Temporary Construction Facilities and Controls

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Concrete Removals

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.3.5 Injection Grout Crack Repairs

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.6 Type 4 Baffle

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.7 Site Work & Restoration

1.3.7.1 Payment

1.3.7.2 Unit of Measure

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Steel Plate

1.4.1.1 Payment

1.4.1.2 Measurement

1.4.1.3 Unit of Measure

1.4.2 Tremie Concrete

1.4.2.1 Payment

1.4.2.2 Meaurement

1.4.2.3 Unit of Measure

1.4.3 Grouting of Timber Crib

1.4.3.1 Payment

1.4.3.2 Measurement

1.4.3.3 Unit of Measure

1.4.4 Type 1 Baffles (concrete)

1.4.4.1 Payment

1.4.4.2 Measurement

1.4.4.3 Unit of Measure

1.4.5 Type 2 Baffles (concrete)

SECTION 01 20 00 Page 1008 4/17/2024

1.4.5.1 Payment

1.4.5.2 Measurement

1.4.5.3 Unit of Measure

1.4.6 Type 3 Baffles (concrete)

1.4.6.1 Payment

1.4.6.2 Measurement

1.4.6.3 Unit of Measure

1.4.7 Concrete Face Repair

1.4.7.1 Payment

1.4.7.2 Measurement

1.4.7.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 1009 4/17/2024

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 3: 02/ 23

PART 1 GENERAL

1.1 SUBMITTALS

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

Submittals not having a "G" 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:

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Submission of Invoices

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.

1.2.2 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 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.

1.3 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

SECTION 01 20 00 Page 1010 4/17/2024 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.

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

Payment will be made for all costs associated with transporting to site, delivering, and storing all equipment, and material used for construction.

Payment will also include costs for mobilizing equipment related to all pre-construction inspections and performing those inspections.

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 Record and As-Built Drawings

1.3.2.1 Payment

Payment will be made for all costs associated with producing both red-lined PDF drawings at the completion of construction and CAD as-built drawings to be submitted to the government at the completion of construction. Payment will not be made for CAD drawings produced in the incorrect format or any drawings provided that are incorrect.

1.3.2.2 Unit of Measure

Job (JA)

1.3.3 Temporary Construction Facilities and Controls

1.3.3.1 Payment

Payment will be made for all costs associated with procuring, mobilizing, and providing power and wireless internet to a temporary construction facility for the government to utilize over the coarse of the project in accordance with 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

1.3.3.2 Unit of Measure

Job. (JA)

1.3.4 Concrete Removals

1.3.4.1 Payment

Payment to be made for costs associated with cutting, removing and disposing of all unsound concrete required to be removed for NYSDOT Class D repairs in accordance with 03 01 00 REHABILITATION OF CONCRETE .

SECTION 01 20 00 Page 1011 4/17/2024

1.3.4.2 Unit of Measure

Job (JA)

1.3.5 Injection Grout Crack Repairs

1.3.5.1 Payment

Payment to be made for costs associated with furnishing and placing sealant for ports and injection ports, conveying grout into the cracks, and removing ports in accordance with 03 01 00 REHABILITATION OF CONCRETE .

1.3.5.2 Measurement

Job (JA)

1.3.6 Type 4 Baffle

1.3.6.1 Payment

Payment will be made for costs associated with furnishing the type 4 bent steel plate baffle and associated space truss in accordance with the contract documents, including filling the baffles with concrete, welding the space truss to the bent steel plate baffle and the mounting plate, and drilling and epoxying all ASTM A193 anchors in accordance with 05 05 20

POST-INSTALLED CONCRETE AND MASONRY ANCHORS.

1.3.6.2 Unit of Measure

Job (JA)

1.3.7 Site Work & Restoration

1.3.7.1 Payment

Payment will be made for costs associated with performing clearing operations at the beginning of work as well as restoring the site to its pre-construction condition after the completion of work. This includes seeding, topsoiling, repairs to asphalt and concrete walkways, and planting new trees for any removed from site in accordance with 01 35 13

SPECIAL PROJECT PROCEDURES.

1.3.7.2 Unit of Measure

Job (JA)

1.4 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

SECTION 01 20 00 Page 1012 4/17/2024 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.

1.4.1 Steel Plate

1.4.1.1 Payment

Payment will be made for costs associated with fabrication including reaming or drilling holes, placing undercut anchors into the existing bulkhead and lifting and securing the steel plating in place for mounting bent steel plate baffles. Payment will not be made for plating that is damaged, furnished in the wrong dimensions or fabricated with incorrect methods.

1.4.1.2 Measurement

The total quantity of steel plate for which payment will be made will be by measuring the area the steel plate immediately prior to installation. If any portion of the steel plate is removed after installation, each piece removed will measure and that area will be deducted from the area measured prior to installation to determine the final quantity of the piece of steel plate installed.

1.4.1.3 Unit of Measure

Square Foot(SF)

1.4.2 Tremie Concrete

1.4.2.1 Payment

Payment will be made for costs associated with forming and installing tremie concrete in the locations as shown on the contract documents.

Payment will not be made for concrete installed incorrectly or with insufficient testing results.

1.4.2.2 Meaurement

Tremie concrete will be measured based on the volume reported on concrete truck tickets submitted to the government to the nearest cubic yard.

1.4.2.3 Unit of Measure

Cubic Yard (CY)

1.4.3 Grouting of Timber Crib

1.4.3.1 Payment

Payment will be made for costs associated with drilling access holes and delivering and placing cementitious grout in the existing timber crib in locations obtained from the pre-construction site walk.

SECTION 01 20 00 Page 1013 4/17/2024

1.4.3.2 Measurement

Quantity of grout will be measured based on truck tickets for all grout delivered to site and conveyed into the timber crib measured to the nearest cubic yard.

1.4.3.3 Unit of Measure

Cubic Yard (CY)

1.4.4 Type 1 Baffles (concrete)

1.4.4.1 Payment

Payment will be made for costs associated with fabricating, installing, and filling all type 1 baffles as well as all applicable testing. Payment will not be made for baffles installed incorrectly or any that fail testing requirements.

1.4.4.2 Measurement

Baffles will be measured according to each baffle installed, tested and inspected that are deemed to pass all requirements.

1.4.4.3 Unit of Measure

Each (EA).

1.4.5 Type 2 Baffles (concrete)

1.4.5.1 Payment

Payment will be made for costs associated with fabricating, installing, and filling all type 2 baffles as well as all applicable testing. Payment will not be made for baffles installed incorrectly or any that fail testing requirements.

1.4.5.2 Measurement

Baffles will be measured according to each baffle installed, tested and inspected that are deemed to pass all requirements.

1.4.5.3 Unit of Measure

Each (EA).

1.4.6 Type 3 Baffles (concrete)

1.4.6.1 Payment

Payment will be made for costs associated with fabricating, installing, and filling all type 3 baffles as well as all applicable testing. Payment will not be made for baffles installed incorrectly or any that fail testing requirements.

SECTION 01 20 00 Page 1014 4/17/2024

1.4.6.2 Measurement

Baffles will be measured according to each baffle installed, tested and inspected that are deemed to pass all requirements.

1.4.6.3 Unit of Measure

Each (EA).

1.4.7 Concrete Face Repair

1.4.7.1 Payment

Payment will be made for costs associated with forming, placing rebar grid, drilling and epoxying rebar ties into the existing bulkhead, pouring and testing all NYSDOT Class D concrete in accordance with 03 01 00 REHABILITATION OF CONCRETE. Payment will not be made for excess concrete not used on the face repair.

1.4.7.2 Measurement

Concrete will be measured based on the volume of concrete to the nearest cubic yard conveyed into the face repairs as shown on concrete trucking tickets submitted to the government.

1.4.7.3 Unit of Measure

Cubic Yard (CY)

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 1015 4/17/2024

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/ 20, CHG 2: 05/ 22

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

1.6.2 Minimum Communication Requirements

1.6.3 Duties

1.6.4 Non-Compliance Actions

1.7 PRECONSTRUCTION CONFERENCE

1.7.1 Attendees

1.8 PARTNERING

1.8.1 Team-Led (Informal) Partnering

1.9 MOBILIZATION

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1016 4/17/2024

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/ 20, CHG 2: 05/ 22

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

1.2 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-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide within each day's daily report, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG or PDF file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Indicate photographs demonstrating environmental procedures. Include a date designator in file names.

Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by the city. City insurance requirements and access indemnification agreement are attached to the

SECTION 01 30 00 Page 1017 4/17/2024 contract document.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

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

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2 Minimum Communication Requirements

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

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

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

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

1.7 PRECONSTRUCTION CONFERENCE

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference . The conference must take place prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily

SECTION 01 30 00 Page 1018 4/17/2024 reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

During the pre-construction conference, the government and contractor will make a site visit to document pre-construction conditions, discuss project features, and field questions. If the contractor can not attend at the scheduled time, reschedule the site visit with the government to take place prior to commencement of work.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 PARTNERING

1.8.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.9 MOBILIZATION

Mobilize to the jobsite after contract award in coordination with the government. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT 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 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

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3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Narrative Report

3.5.2 Schedule Reports

3.5.2.1 Activity Report

3.5.2.2 Logic Report

3.5.2.3 Total Float Report

3.5.2.4 Earnings Report by CLIN

3.5.2.5 Schedule Log

3.5.3 Network Diagram

3.5.3.1 Continuous Flow

3.5.3.2 Project Milestone Dates

3.5.3.3 Critical Path

3.5.3.4 Banding

3.5.3.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01.00 10 Page 1022 4/17/2024

SECTION 01 32 01.00 10

PROJECT 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 29R-03 (2011) Forensic Schedule Analysis

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 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-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Preliminary Project Schedule; 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.

SECTION 01 32 01.00 10 Page 1023 4/17/2024

PART 2 PRODUCTS

2.1 SOFTWARE

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

2.1.1 Government Default Software

The Government intends to use Primavera P6.

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, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

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).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

SECTION 01 32 01.00 10 Page 1024 4/17/2024

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

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.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 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:

3.3.2 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.

3.3.3 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. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

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e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

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The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or

SECTION 01 32 01.00 10 Page 1027 4/17/2024 craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float

SECTION 01 32 01.00 10 Page 1028 4/17/2024 constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project…