A21 - W912PM23Q0027-RTA-SPECSFY23-Falls-Repair-Spalled-Concrete.pdf

CONCRETE REPAIRS AT FALLS

LAKE DAM

WAKE COUNTY, NORTH CAROLINA

RTA SPECIFICATIONS

15-JUNE-2023

Solicitation No. W912PM23Q0027 Contract No. W912PM23XXXXX

Falls Concrete Repair FALLSCONREPAIR

W912PM23Q0027 RTA

PROJECT TABLE OF CONTENTS

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 16.00 20 08/18 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

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

DI VI SI ON 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 00 02/19, CHG 2: 05/21 CAST-IN-PLACE CONCRETE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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 WORK DAYS AND HOURS

1.4 DETAILED WORK PLAN

1.5 PERFORMANCE AND PAYMENT BONDS

1.6 WATER CONSERVATION

1.7 BULLETIN BOARD

1.8 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.9 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.10 SAMPLING, CERTIFICATES, AND TESTING

1.11 CERTIFICATES OF COMPLIANCE

1.12 REQUIRED CONSTRUCTION MEETINGS

1.13 WORK IN QUARANTINED AREA

1.14 North Carolina SPECIFICATIONS

1.15 DEFINITIONS FOR NCDOT SPECIFICATIONS

1.16 PUBLIC CONVENIENCE AND SAFETY

1.16.1 Traffic Control Plan

1.17 MAINTENANCE DURING CONSTRUCTION

1.17.1 Maintenance When Work is Suspended

1.17.2 Spilled Materials

1.18 INSPECTION

1.19 PARTNERING

1.20 LOAD RESTRICTIONS

1.21 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

1.21.1 Removal of Barricades And Warning Signs

1.21.2 Replacement of Signs

1.21.3 Cost of Protective Devices

1.22 PROTECTION OF EXISTING FACILITIES

1.23 COORDINATION WITH OTHER CONTRACTORS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

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.

North Carolina Department of Transportation (NCDOT)

NCDOT 2018 Standard Specifications for Roads and Structures

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

Quality Control Plan; G, A

Certificate of Insurance

Within 24 hours of conclusion of physical tests, 1 electronic copy of test results including calibration curves and results of calibration tests.

Traffic Control Plan; G

Environmental Protection Plan; G

Detailed Work Plan; G

SD-07 Certificates

Completion of Corps CQC Course

Letter Appointing Superintendent

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

SECTION 01 10 00.10 38 Page 2

SD-11 Closeout Submittals

SYSTEM AS-BUILT DRAWINGS; GA

1.3 WORK DAYS AND HOURS

The Contractor's working hours shall be limited to the following:

Monday thru Friday, 0800 to 1630 hours

Unless otherwise approved in advance by the Contracting Officer's Representative.

1.4 DETAILED WORK PLAN

Develop a detailed work plan in addition to the project schedule as required in Section 01 32 01.00 10 PROJECT PROGRESS SCHEDULES to sequence all work as indicated or specified. Submit this plan at the same time the project schedule is submitted for approval prior to commencement of work.

The work plan to be in written narrative format and includes, but not be limited to, description and sketches/drawings to adequately communicate anticipated construction methods for ALL work items and sequencing requirements for ALL activities.

1.5 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 of the Bidding Schedule. Payment to the Contractor therefore, shall not exceed the bid price and shall be made in accordance with the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS." Any additional amount bid in excess of the actual bond premium will be included in the final pay estimate for this contract.

(End of Clause)

1.6 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)

1.7 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

SECTION 01 10 00.10 38 Page 3 bulletin board.

(End of Clause)

1.8 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

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

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

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

(c) Subcontracting plans are not required--

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

(2) For modifications to contracts that do not contain the clause 52.219-8, Utilization of Small Business Concerns (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)

1.9 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.

SECTION 01 10 00.10 38 Page 4

(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)

1.10 SAMPLING, CERTIFICATES, AND TESTING

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

SECTION 01 10 00.10 38 Page 5

(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 be deducted from the total amount due the Contractor, at actual cost to the Government, unless otherwise specified.

(End of Clause)

1.11 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)

1.12 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

SECTION 01 10 00.10 38 Page 6 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 Enviornmental 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)

1.13 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)

1.14 North Carolina SPECIFICATIONS

The North Carolina Department of Transportation ( NCDOT) "2018 Standard Specifications for Roads and Structures," (hereinafter referred to as the Standard Specifications) applies to this work when so referenced.

(End of Clause)

SECTION 01 10 00.10 38 Page 7

1.15 DEFINITIONS FOR NCDOT SPECIFICATIONS

Wherever in the North Carolina Department of Transportation "2018 Standard Specifications for Roads and Structures" 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 NCDOT 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)

1.16 PUBLIC CONVENIENCE AND SAFETY

1.16.1 Traffic Control Plan

Falls Lake Dam carries a paved road across the top of the dam that is normally open to the public. Access to the dam and service bridge is gated. The road on top of the dam and service bridge will be closed to the public for pedestrian and vehicle access while contract work is being performed. 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 traffic disrupting construction activities and planned measures for meeting the one-lane travel requirement. The Traffic Control Plan must be 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 paragraph BARRICADES, DANGER, WARNING, AND DETOUR SIGNS of this specification section.

1.17 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.

1.17.1 Maintenance When Work is Suspended

If construction is suspended for any reason, the Contractor shall place

SECTION 01 10 00.10 38 Page 8 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.

1.17.2 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)

1.18 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 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 the 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.

1.19 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)

1.20 LOAD RESTRICTIONS

The Contractor shall comply with all legal load restrictions in the

SECTION 01 10 00.10 38 Page 9 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)

1.21 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 2009 "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 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:

1.21.1 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.

1.21.2 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.

1.21.3 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)

SECTION 01 10 00.10 38 Page 10

1.22 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.

(End of Clause)

1.23 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.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 10 00.10 38 Page 11

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

The work consists of removing damaged concrete, cleaning exposed rebar, installing additional rebar when needed, replacing concrete to the structures original designed condition. The work also consists of replacing joint material in the parapet wall, where noted. All work shall be in accordance with the current ACI and ASTM standards. The Contractor shall furnish all services, labor, equipment, supplies, tools and incidentals necessary to complete all repairs of the Falls concrete intake tower and parapet wall structures per this scope of work. The concrete structures shall have the adequate repairs necessary to bring the structures back to its original design condition.

1.1.2 Location

The Falls Lake Dam work is in Wake County, North Carolina and is served by both first-class and secondary roads. Falls of the Neuse Road 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:

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 2

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 JOB PAYMENT ITEMS

1.1.1 General

1.1.2 Job Items

1.1.2.1 Repair Spalled Concrete in Intake Tower

1.1.2.2 Repair Spalled Concrete of Parapet Wall

1.1.2.3 Repair of Joint Seal Material

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 JOB PAYMENT ITEMS

1.1.1 General

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, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, environmental protection, meeting safety requirements, tests and reports, for using the Government-furnished software (RMS) and providing all labor and equipment necessary for electronic exchange of information and management of the contract as specified in Section 01 45 00.15 09 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM), and for performing all work required for which separate payment is not otherwise provided.

1.1.2 Job Items

1.1.2.1 Repair Spalled Concrete in Intake Tower

(1) Payment will be made for all costs associated with removing and replacing all spalled concrete in the Intake Tower, including all work required at the site, and all work incidental thereto.

(2) Unit of measure: job.

1.1.2.2 Repair Spalled Concrete of Parapet Wall

(1) Payment will be made for all costs associated with removing and replacing all spalled concrete at the Parapet Walls, including all work required at the site, and all work incidental thereto.

(2) Unit of measure: job.

1.1.2.3 Repair of Joint Seal Material

(1) Payment will be made for all costs associated with repairing all joint material, including all work required at the site, and all work incidental thereto.

(2) Unit of measure: job.

SECTION 01 20 00 Page 2

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

1.3 SCHEDULE FORMAT

1.3.1 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 3-WEEK LOOK AHEAD SCHEDULE

1.6 CORRESPONDENCE AND TEST REPORTS:

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 32 16.00 20 Page 1

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" 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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

Baseline Design Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's

SECTION 01 32 16.00 20 Page 2 scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

SECTION 01 32 16.00 20 Page 3

1.6 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/ 18, CHG 4: 02/ 21

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.1.4 Delegation Authority

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

1.4.2.2 Format for SD-02 Shop Drawings

1.4.2.2.1 Drawing Identification

1.4.2.3 Format of SD-03 Product Data

1.4.2.3.1 Product Information

1.4.2.3.2 Standards

1.4.2.3.3 Data Submission

1.4.2.4 Format of SD-04 Samples

1.4.2.4.1 Sample Characteristics

1.4.2.4.2 Sample Incorporation

1.4.2.4.3 Comparison Sample

1.4.2.5 Format of SD-05 Design Data

1.4.2.6 Format of SD-06 Test Reports

1.4.2.7 Format of SD-07 Certificates

1.4.2.8 Format of SD-08 Manufacturer's Instructions

1.4.2.8.1 Standards

1.4.2.9 Format of SD-09 Manufacturer's Field Reports

1.4.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

1.4.2.11 Format of SD-11 Closeout Submittals

1.4.3 Source Drawings for Shop Drawings

1.4.3.1 Source Drawings

1.4.3.2 Terms and Conditions

1.4.4 Electronic File Format

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of SD-01 Preconstruction Submittal Copies

1.5.2 Number of SD-04 Samples

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

SECTION 01 33 00 Page 1

1.7.5 Action Codes

1.7.6 Delivery of Copies

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/ 18, CHG 4: 02/ 21

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

For Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work shall be submitted within 30 calendar days of contract award unless specified elsewhere in the specifications. For contractor approved division 01 submittals that are required prior to or commencing with the start of work shall be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

Delegation of Authority

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in

SECTION 01 33 00 Page 3 producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SECTION 01 33 00 Page 4

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.1.4 Delegation Authority

Provide a signed letter from the contractor's President or equivalent detailing who in the company has the authority to sign contract modifications, pay estimates, and serial letters on behalf of the company.

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

SECTION 01 33 00 Page 5 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

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.4.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Submit an electronic copy of drawings in PDF format.

1.4.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision

SECTION 01 33 00 Page 6 numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space, no smaller than two inches on the right-hand side of each sheet for the Government disposition stamp.

1.4.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.4.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.4.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.4.2.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

SECTION 01 33 00 Page 7

1.4.2.4 Format of SD-04 Samples

1.4.2.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11…