A21 - RTA-SPECS5-W912PM23B0006-Falls-Lake-Bridge-Repainting.pdf

CLEAN AND REPAINT,

FALLS LAKE SERVICE BRIDGE

WAKE FOREST

WAKE COUNTY,

NORTH CAROLINA

RTA SPECIFICATIONS

31-MAY-2023

Solicitation No. W912PM23B0006 Contract No. W912PM23XXXXX

Clean and Repaint, Falls Lake Dam Service Bridge FLDSERVICEBRIDGE

W912PM23B0006 RTA

PROJECT TABLE OF CONTENTS

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

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

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 10 00.10 38 01/13 SUPPLEMENTARY SPECIAL CONTRACT

REQUIREMENTS

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

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

01 32 16.00 20 08/18, CHG 1: 08/20 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 QUALITY CONTROL

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

MODE (RMS CM)

01 50 00 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

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

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

DISPOSAL

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

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

02 83 00 11/18 LEAD REMEDIATION

DI VI SI ON 09 - FI NI SHES

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

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/ 11, CHG 1: 08/ 14

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

ATTACHMENTS:

Attachment 1 - Index of Drawings

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/ 11, CHG 1: 08/ 14

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

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

-- End of Document --

DOCUMENT 00 01 15 Page 2

Attachment #1

Index of Drawings

G-000 COVER SHEET

G-001 GENERAL CONSTRUCTION NOTES

C-101 SITE PLAN

S-101 GENERAL LAYOUT – PLAN, ELEVATION, AND SECTION

S-102 BOTTOM BRIDGE PLAN

S-201 LEFT GIRDER – ELEVATIONS & PLAN

S-202 RIGHT GIRDER – ELEVATIONS & PLAN

S-301 SECTIONS

S-601 PHOTOS – CURRENT CONDITION

REFERENCE DRAWINGS (FA 103-07-07 ISSUED 1985 & 86)

S-39 DAM, SPILLWAY AND OUTLET WORKS ACCESS BRIDGE, OUTLINE

AND DETAILS

S-40 DAM, SPILLWAY AND OUTLET WORKS ACCESS BRIDGE, OUTLINE

AND DETAILS

S-41 DAM, SPILLWAY AND OUTLET WORKS ACCESS BRIDGE,

MISCELLANEOUS DETAILS

E-4 DAM, SPILLWAY AND OUTLET WORKS ACCESS BRIDGE ELECTRICAL

PLANS AND DETAILS

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 CERTIFICATES

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 Roads To Be Closed

1.16.2 Storage of Materials

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

1.24 CONTRACT DRAWINGS AND SPECIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 10 00.10 38 Page 1

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01/13

PART 1 GENERAL

1.1 REFERENCES

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

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

Quality Control Plan; G, A

Certificate of Insurance

Environmental Protection Plan; G

Detailed Work Plan; G

Surety Bonds; G

List Of Subcontractors; G

Schedule; G

Submittal Register; G

Accident Prevention Plan; G

SD-07 Certificates

Completion of Corps CQC Course

SECTION 01 10 00.10 38 Page 2

Letter Appointing Superintendent

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

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

1.3 WORK DAYS AND HOURS

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

Monday thru Friday, 0730 to 1700 hours, from 1 April to 30 September

Monday thru Friday, 0730 to 1600 hours, from 1 October to 31 March

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)

SECTION 01 10 00.10 38 Page 3

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 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

SECTION 01 10 00.10 38 Page 4 for each item for control purposes. In preparing the document, adequate time (minimum of l5 days) will be allowed for review and approval and possible resubmittal. Scheduling shall be coordinated with the approved progress schedule. The Contractor's Quality Control System Manager shall review the listing at least every 30 days and take appropriate action to maintain an effective system. Copies of updated or corrected listings shall be submitted to the Contracting Officer or his/her designated representative at least every 60 days in the quantity specified. Payment will not be made for any material or equipment which does not comply with contract requirements.

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

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

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

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

(E) to its convenience.

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

(End of Clause)

1.10 CERTIFICATES

(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 . The list shall include, but is not limited to the following information:

(1) Name of item

(2) Specification paragraph covering this item

(3) 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

SECTION 01 10 00.10 38 Page 5 contract requirements.

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

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

U.S. Army Engineer District, Wilmington Corps of Engineers

ATTENTION:

SOCOM Area Office Building 2-2414 Woodruff St Fort Bragg, NC 28307

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 an electronic file. 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.

SECTION 01 10 00.10 38 Page 6

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 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

Surety Bonds

List of Subcontractors

Schedule

Submittal Register Preliminary Submittal Register (ENG Form 4288 exclusive of Contractor submittal dates)

Accident Prevention Plan

Quality Control Plan (see Section 01 45 00.00 10 QUALITY CONTROL, for additional information)

Environmental Protection Plan

Detailed Work Plan

Completion of Corps CQC Course

Letter appointing superintendent (see Contract Clause entitled Superintendence by the Contractor, 52.236-6)

(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

SECTION 01 10 00.10 38 Page 7 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)

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 Roads To Be Closed

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 include in the Detailed Work Plan proposed staging areas and planned measures for meeting the one-lane travel requirement. The work site plan must be approved by the Contracting Officer or the Contracting Officer's designated representative prior to any work.

No road shall be closed to the public by the Contractor until construction of the new facilities infringe upon the public safety or until construction of the new facilities obliterate the existing facilities.

The Contractor shall obtain the Contracting Officer's approval before closing any roads. Barricades, danger, warning and detour signs, as

SECTION 01 10 00.10 38 Page 8 required, shall be erected before closing any roads.

1.16.2 Storage of Materials

The asphalt paved road on top of the dam may be used as a staging area for Contractor equipment and trailer. Note that a travel lane on the road shall be maintained at all times.

(End of Clause)

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 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 imposition or enforcement of those requirements and/or restrictions shall be at the expense of the Contractor.

SECTION 01 10 00.10 38 Page 9

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 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:

SECTION 01 10 00.10 38 Page 10

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)

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.

Bridge Painting Related Work: Everything not to be painted shall be protected, including but not limited to protection of bearing pads, adjacent concrete surfaces, steel boxes, conduit expansion joints, from the painting and blasting process. The Contractor shall protect all mechanical-electrical equipment, motors, boxes, conduit, from all adjacent construction activities including but not limited to abrasive blasting and painting. The protection systems shall be tightly wrapped with heavy duty tarp and taped and not just draped with tarp. Overspray or abrasive-blasting media or grinding dust is not acceptable for any mechanical or electrical equipment. The Contractor shall notify the Contracting Officer or his/her designated representative a minimum of 24 hours in advance for inspection purposes (Monday through Friday) to demonstrate that the protection systems are properly covering protected equipment and secured, prior to any blasting operation commencing. The Contracting Officer or the his/her designated representative shall approve the protection prior to the removal of lead based paint and/or abrasive

SECTION 01 10 00.10 38 Page 11 blasting.

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

(End of Clause)

1.23 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.

1.24 CONTRACT DRAWINGS AND SPECIFICATIONS

(AUG 2000) DFARS 252.236-7001

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

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

(3) Promptly notify the Contracting Officer or his/her designated representative of any discrepancies;

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

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

(c) In general--

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

and

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

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The

SECTION 01 10 00.10 38 Page 12

Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

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

(End of Clause)

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 10 00.10 38 Page 13

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

A. Clean and repaint girders and support members on bridge steel superstructure, to include girders, cross bracing, and bearings, as required by the contract drawings and specifications.

a. Falls Lake Dam service bridge has one span that is 124'-0" in length. The width of the travel lane of the bridge is 12'-0". .

b. Work will consist of cleaning existing steel superstructure surfaces by blasting (SSPC SP 6). The existing paint is a vinyl-based paint, however lead has been detected in paint chips tests.

c. Repaint with a moisture cure urethane paint system specified in the contract (System No. 23-D).

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

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

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 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACT COST BREAKDOWN

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 Clean and Repaint Falls Lake Dam Service Bridge

1.3.2.1 Payment

1.3.2.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

1.2 CONTRACT COST BREAKDOWN

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

1.3 SINGLE JOB PAYMENT ITEMS

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

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

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

MOBILIZATION AND DEMOBILIZATION.

1.3.1.2 Unit of Measure

Unit of measure: job.

SECTION 01 20 00 Page 2

1.3.2 Clean and Repaint Falls Lake Dam Service Bridge

1.3.2.1 Payment

Payment will be made for costs associated with; traffic control, work access platform, containment system, cleaning existing steel bridge superstructure surfaces by blasting or other approved method, disposal of blast material and paint, and repainting with the moisture cure urethane paint system specified.

1.3.2.2 Unit of Measure

Unit of measure: Job.

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

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PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

1.3.2 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

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PART 1 GENERAL

1.1 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Within 30 calendar days after contract award and Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule 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 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16.00 20 Page 2

1.3.2 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 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

SECTION 01 32 16.00 20 Page 3 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.

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

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PART 3 EXECUTION

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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 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

1.5.2.2 Format for SD-02 Shop Drawings

1.5.2.2.1 Drawing Identification

1.5.2.3 Format of SD-03 Product Data

1.5.2.3.1 Product Information

1.5.2.3.2 Standards

1.5.2.3.3 Data Submission

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

1.5.2.4.2 Sample Incorporation

1.5.2.4.3 Comparison Sample

1.5.2.5 Format of SD-05 Design Data

1.5.2.6 Format of SD-06 Test Reports

1.5.2.7 Format of SD-07 Certificates

1.5.2.8 Format of SD-08 Manufacturer's Instructions

1.5.2.8.1 Standards

1.5.2.9 Format of SD-09 Manufacturer's Field Reports

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

1.5.2.11 Format of SD-11 Closeout Submittals

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

1.5.3.2 Terms and Conditions

1.5.4 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

1.6.2 Number of SD-04 Samples

1.6.3 Number of SD-05 Design Data Copies

1.6.4 Number of SD-06 Test Report Copies

1.6.5 Number of SD-07 Certificate Copies

SECTION 01 33 00 Page 1

1.6.6 Number of SD-08 Manufacturer's Instructions Copies

1.6.7 Number of SD-09 Manufacturer's Field Report Copies

1.6.8 Number of SD-11 Closeout Submittals Copies

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

1.8.3 Contractor Use of Submittal Register

1.8.4 Approving Authority Use of Submittal Register

1.8.5 Action Codes

1.8.5.1 Contractor Action Codes

1.8.6 Delivery of Copies

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 CERTIFICATION OF SUBMITTAL DATA

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025-R

Appendix A - Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

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PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 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

Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

For Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work shall be submitted five (5) days prior to the preconstruction conference unless specified

SECTION 01 33 00 Page 3 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

Schedule

Submittal Register

Accident Prevention Plan

Quality Control (QC) plan

Environmental Protection Plan

Detailed Work Plan

Certificate of Completion of Corps CQC Course

Letter Appointing Superintendent (see Contract Clause entitled Superintendence by the Contractor, 52.236-6)

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-06 Test Reports

SECTION 01 33 00 Page 4

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…