Specifications.pdf

Specifications for

East Lynn Access Road Paving East Lynn Lake and Dam East Lynn, WV

DEPARTMENT OF THE ARMY

HUNTINGTON DISTRICT, CORPS OF ENGINEERS

HUNTINGTON, WEST VIRGINIA

August 2022

Certified Final Documents - RTA

IFB No. W9123721B0001

This page was intentionally left blank for duplex printing.

IFB No.W9123721B0001 ELT05

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 10 ACCESS ROAD, PARKING AREA AND MISCELLANEOUS WORK

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND UTILITIES

1.3.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The Base Contract consists of paving East Fork Recreation Area Access Road at East Lynn Lake and Dam. Work shall include repair of the access road, 17 sites (totaling 3,786-feet), 10 intersections, and 22 culvert crossings along the 3.7-mile long access road. The repairs include full depth repair, pothole repair, surface treatments, and shoulder and ditch work.

The Period of Performance (POP) will be 180 calendar days from Notice to Proceed (NTP). Period of Performance for each Option shall be 30 calendar days.

Four options are independent of one another and can be awarded together, in any sequence, or in any combination of 1 option up to 4 options. Award of options will occur within 60 calendar days of NTP. Each awarded option will have a POP of 30 calendar days.

a. Option 1 work consists of resurfacing 1-mile of access road from Sta.

0+00 to Sta. 52+80 with 1-1/2-inch bituminous surface course.

b. Option 2 work consists of resurfacing 1-mile of access road from Sta.

52+80 to Sta. 105+60 with 1-1/2-inch bituminous surface course.

c. Option 3 work consists of resurfacing 1-mile of access road from Sta.

105+60 to Sta. 158+40 with 1-1/2-inch bituminous surface course.

d. Option 4 work consists of resurfacing 0.73-miles of access road from Sta.158+40 to Sta. 196+78 with 1-1/2-inch bituminous surface course.

1.1.2 Location

The project is located at the East Lynn Lake Campgrounds on East Fork Road in East Lynn, West Virginia. The exact location pertaining to this contract will be designated by the Contracting Officer.

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.

SECTION 01 11 00 Page 2

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 calendar days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.4 SECURITY REQUIREMENTS

1.4.1 General

1.4.2 Pre-Bid Meetings

1.4.3 For All Contracts 1-Year and Subsequent Option Years:

1.4.4 For Contractors Requiring DOD Common Access Cards (CAC)

1.4.5 Foreign Nationals

1.4.6 OPSEC/AT

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Personnel List

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The road shall remain open to traffic with proper traffic control during the entire construction period. The Contractor must conduct its operations so as to cause the least possible interference with normal operations of the activity.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a Personnel List of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by

SECTION 01 14 00 Page 2 the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding the following Government holidays:

New Year's Day (January 1) Martin Luther King Day (3rd Monday in January) President's Day (3rd Monday in February) Memorial Day (Last Monday in May) Juneteenth (June 19) Independence Day (July 4) Labor Day (1st Monday in September) Columbus Day (2nd Monday in October) Veteran's Day (November 11) Thanksgiving Day (4th Thursday in November) Christmas Day (December 25)

When one of the above designated holidays falls on a Sunday, the following Monday is observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday. The last two weeks of the calendar year shall not be considered when scheduling review or meeting times.

1.3.3 Work Outside Regular Hours

Work outside regular working hours, or on a federal holiday, requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title.

Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.4 SECURITY REQUIREMENTS

1.4.1 General

All Contractors and subcontractor employee(s) working on any contract who require access in and/or around any Huntington District facilities, projects, owned or leased facility/space shall receive authorization to be on site at these areas based upon a favorable background investigation in accordance with "Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors" (HSPD 12). The Huntington District Security Management Office shall submit contractor(s) personal information to complete the basic background investigation in order to make a recommendation to the Contracting Office of an employee's suitability for work on Government property. The Procuring Contracting Officer (PCO) has the right to deny any contractor or subcontractor employee from working on any contract based upon the results of the background investigation provided by the Huntington District Security Management Office. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Huntington District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Huntington District Security Management office within 10 working days after award of any contract, or

SECTION 01 14 00 Page 3 prior to the individual being permitted unescorted access in or on District facilities. The Contractor shall also provide the following: (1) Name of the Contract Specialist with whom he/she is working, (2) Project Name, (3) Contract Number and (4) Task Order Number when applicable.

The following documents listed below are required: SF 85, Questionnaire for Non-Sensitive Positions ( to print form). FD 258, Contractor Fingerprint Card (one card for digital prints, two for ink prints) (NOTE:

a trained/qualified individual shall take prints, ORI block on the FD 258 shall be USOPM000Z) (Contractor Fingerprint Cards (FD-258) may be obtained by Contracting Division by contacting the Huntington District Security Management office). Contractor shall report any changes in personnel or at any time conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Security Management Office will conduct an initial criminal check based upon the information provided. If there are no issues, Security Management Office will make recommendations to the PCO or their Designated Representative. The Security Management Office cannot give approval due to unfavorable report(s). The Security Management Office shall coordinate with Office of Counsel and will jointly make recommendations to the PCO and/or the Designated Representative should a background investigation come back with derogatory information.

The PCO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the PCO will advise Contractor of the decision.

1.4.2 Pre-Bid Meetings

Any Contractor or Sub Contractor who plans to attend a pre-bid site visit to any Huntington District facilities, projects, owned or leased facility/spaces shall be vetted by having a background investigation conducted by the Security Management Office prior to the site visit.

Information for the background investigation shall contain the following:

a full legal name, complete SSN#, Date of Birth, Place of Birth (City and State). It is the Contractor's responsibility to ensure the above information is accurate and legible, otherwise delays may occur.

1.4.3 For All Contracts 1-Year and Subsequent Option Years:

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Huntington District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted unescorted access in or on District facilities.

The Contractor shall also provide the following: (1) Name of the Contract Specialist with whom he/she is working, (2) Project Name, (3) Contract Number (4) Task Order Number when applicable, and (5) Security Information Sheet on each employee working on site shall be submitted directly to the Huntington District Security Management Office.

The Contractor shall provide a full legal name, complete SSN#, Date of Birth, Place of Birth (City and State) and Driver's license number if available. It is the Contractor's responsibility to ensure the above information is accurate and legible, otherwise delays may occur.

SECTION 01 14 00 Page 4

Contractors shall have background checks completed for their employees annually in the case of Contracts with option periods. For instance, if the employee was cleared in May of 2019, they shall be cleared again in May of 2020. It is the Contractor's responsibility to ensure that each employee's security is up to date. Failure to comply may lead to possible removal from the project/jobsite.

The Contractor shall ensure if new employees are brought in to work on an existing Contract with the U.S. Army Corps of Engineers (USACE), they shall process the employee through the Huntington District USACE Security Management Office for background purposes.

1.4.4 For Contractors Requiring DOD Common Access Cards (CAC)

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see to print form). FD 258, Contractor Fingerprint Card (one card for digital prints, two for ink prints) (NOTE: a trained/qualified individual shall take prints, ORI block on the FD 258 shall be USOPM000Z) (Contractor Fingerprint Cards (FD-258) may be obtained by Contracting Division by contacting the Huntington District Security Management Office).

Contractor shall report any changes in personnel, or at any time conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Huntington District Security Management Office will conduct an initial criminal check based upon the information provided. If there are no issues, the Huntington District Security Management Office will make recommendations to the PCO or their Designated Representative. The Huntington District Security Management Office cannot give approval due to unfavorable report(s). The Huntington District Security Management Office shall coordinate with Office of Counsel and will jointly make recommendations to the PCO and/or the Designated Representative should a background investigation come back with derogatory information. The PCO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the PCO will advise the Contractor of the decision.

1.4.5 Foreign Nationals

The Contractor shall provide the package listed above, as well as additional materials noted below for all Foreign Nationals. The Contractor is to expect additional time in the approval process for all Foreign Nationals due to the level of review and elevation of the review to Headquarters staff to complete. All Foreign Nationals shall be cleared 30 to 45 calendar days in advance of any site visit, tour or work on USACE owned/leased property. All Foreign Nationals shall comply with the following paragraph:

In accordance with Engineering Regulation 380-1-18, "Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives" dated 1 August 1996, Section 4, all foreign nationals who work on Corps of Engineers' contracts shall be approved by the Headquarters US Army Corps of Engineers (HQ USACE) Foreign Disclosure Officer before beginning work on this contract; this regulation includes subcontractor employees. The

SECTION 01 14 00 Page 5

Contractor shall submit to the Security Management Office, the names of all foreign nationals proposed for performance under this contract, along with documentation to verify legal admittance into the United States. Such documentation shall include at least one of the following: a U.S.

passport, Certificate of U.S. Citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), Alien Registration Card with photograph (INS Form I-151 or I-551), Employment Authorization Card (INS Form I-688A), etc.

In order to assure forms are properly completed, and to minimize time delays, the Contractor is encouraged to work closely with the Huntington District Security Management Office. The Government will return for correction incomplete forms, illegible forms, etc. which will delay the contractor / subcontractor from beginning work. A scanned copy of a valid passport shall be sent to the Security Management Office in order to formally request a visit to any Huntington District facilities, projects, owned or leased facility/spaces.

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, Engineering or Army regulation or policy changes, etc. The Government shall add any changes to security requirements by modification to the contract.

The Contractor shall contact the Huntington District Security Management Office by phone, letter, or email at the following numbers/addresses:

CELRH-SM

502 Eighth Street Huntington, WV 25701

Scott E. Grandon, phone (304) 399-5661; email scott.e.grandon@usace.army.mil Matthew D. Green, phone (304) 399-5294; email matthew.d.green@usace.army.mil Stephen R. Curry, phone (304) 399-5695; stephen.r.curry@usace.army.mil

1.4.6 OPSEC/AT

a) The Contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

b) Pre-screen candidates using E-Verify Program. The Contractor shall pre-screen Candidates using the E-verify Program ( http://www.uscis.gov/e-verify ) website to meet the established employment eligibility requirements. The Vendor shall ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates shall be provided to the COR no later than 3 calendar days after the initial contract award.

*When contracts are with individuals, the individuals will be required to complete a Form I?9, Employment Eligibility Verification, with the

SECTION 01 14 00 Page 6 designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Bond, Bid Item 0001

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Mobilization and Demobilization, Bid Item 0002

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Environmental Protection, Bid Item 0003

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Working As-Built Documents, Bid Item 0004

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Final As-Built Documents, Bid Item 0005

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Base Bidding Schedule

1.3.2 Aggregate Base Course, Class 1, Bid Item 0006

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Aggregate Base Course, Class 10, Bid Item 0007

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Tack Coat, Bid Item 0008

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Marshall Asphalt Base Course, Type II, Bid Item 0009

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Marshall Asphalt Wearing Course, Type I, Bid Item 0010

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Marshall Asphalt Scratch Course, Type I, Bid Item 0011

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 Shoulders and Ditches, Bid Item 0012

SECTION 01 22 00.00 10 Page 1

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 Option 1 - Tack Coat, Bid Item 0013

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.10 Option 1 - Marshall Asphalt Wearing Course, Type I, Bid Item

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 Option 2 - Tack Coat, Bid Item 0015

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.12 Option 2 - Marshall Asphalt Wearing Course, Type I, Bid Item

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.13 Option 3 - Tack Coat, Bid Item 0017

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.14 Option 3 - Marshall Asphalt Wearing Course, Type I, Bid Item

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.15 Option 4 - Tack Coat, Bid Item 0019

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.16 Option 4 - Marshall Asphalt Wearing Course, Type I, Bid Item

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 APPLICATION FOR PAYMENT

3.1.1 Format

3.1.2 Preparation Of Applications

3.1.3 Submittal Procedures

3.1.4 Substantiating Data

3.1.5 Estimated Earnings

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Certificates

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the 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.

1.2.1 Bond, Bid Item 0001

1.2.1.1 Payment

The Government will pay the actual cost of performance and payment bonds for bids more than $150,000. Documentation and receipts of the actual cost of the bond must be provided to the Contracting Officer.

1.2.1.2 Unit of Measure

Unit of Measure: Job.

1.2.2 Mobilization and Demobilization, Bid Item 0002

1.2.2.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in DFARS Clause 252.236-7004 PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.2.2.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.00 10 Page 3

1.2.3 Environmental Protection, Bid Item 0003

1.2.3.1 Payment

Payment will be made for costs associated with temporary environmental protections during construction for the entire work site (including the spoil area). This includes (but is not limited to) all costs associated with measures taken for erosion and sediment control, and street cleaning.

1.2.3.2 Unit of Measure

Unit of Measure: Job.

1.2.4 Working As-Built Documents, Bid Item 0004

1.2.4.1 Payment

Payment for preparation and submission of working As-Built drawings shall be made at the contract line item price for "Working As-Built Documents".

Price shall not be less than $10,000.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.5 Final As-Built Documents, Bid Item 0005

1.2.5.1 Payment

Payment for preparation and submission of final As-Built drawings shall be made at the contract line item price for "Final As-Built Documents". Price shall not be less than $20,000.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.3 UNIT PRICE PAYMENT ITEMS

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

1.3.1 Base Bidding Schedule

1.3.2 Aggregate Base Course, Class 1, Bid Item 0006

1.3.2.1 Payment

Payment will be made at the contract line item price per cubic yard for Base Bid "Aggregate Base Course, Class 1", in accordance with WVDOH Section 307, for costs associated with furnishing, transporting, stockpiling (if applicable), placing, excavation, engineering fabric, surface preparation and constructing the aggregate base course as

SECTION 01 22 00.00 10 Page 4 specified. All the materials including water for compaction, scarification and manipulation of existing surface, and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, supplies, and incidentals necessary to complete the work shall be included.

1.3.2.2 Measurement

The quantity of work done in accordance with WVDOH Section 307 will be the number of cubic yards measured in place. Base course constructed outside the lines, dimensions, and cross sections shown on the plans or designated will not be measured for payment.

1.3.2.3 Unit of Measure

Unit of measure: Cubic yard.

1.3.3 Aggregate Base Course, Class 10, Bid Item 0007

1.3.3.1 Payment

Payment will be made at the contract line item price per cubic yard for Base Bid "Aggregate Base Course, Class 10", in accordance with WVDOH Section 307, for costs associated with furnishing, transporting, stockpiling and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, supplies, and incidentals necessary to complete the work shall be included.

1.3.3.2 Measurement

The quantity of work done in accordance with WVDOH Section 307 will be the number of cubic yards stockpiled in place.

1.3.3.3 Unit of Measure

Unit of measure: Cubic yard.

1.3.4 Tack Coat, Bid Item 0008

1.3.4.1 Payment

Payment will be made at the contract line item price per gallon for Base Bid "Tack Coat", in accordance with WVDOH Section 408, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.4.2 Measurement

The quantity work done in accordance with WVDOH Section 408 will be the number of gallons placed.

1.3.4.3 Unit of Measure

Unit of measure: Gallon.

SECTION 01 22 00.00 10 Page 5

1.3.5 Marshall Asphalt Base Course, Type II, Bid Item 0009

1.3.5.1 Payment

Payment will be made at the contract line item price per ton for Base Bid "Marshall Asphalt Base Course, Type II", in accordance with WVDOH Section 401, which prices and payment shall be full compensation for furnishing all the materials and doing all the work herein prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.5.2 Measurement

Asphalt concrete will be measured by the ton in accordance with WVDOH Section 401. The quantity will be determined by the Contractor from the total weigh slips for each vehicle load weighed upon an approved standard scale or from digital printout slips from an automatic batching plant and certified by the Contractor as correct.

1.3.5.3 Unit of Measure

Unit of measure: Ton (2,000 pounds).

1.3.6 Marshall Asphalt Wearing Course, Type I, Bid Item 0010

1.3.6.1 Payment

Payment will be made at the contract line item price per ton for Base Bid "Marshall Asphalt Wearing Course, Type I", in accordance with WVDOH Section 401, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.6.2 Measurement

Asphalt concrete will be measured by the ton in accordance with WVDOH Section 401. The quantity will be determined by the Contractor from the total weigh slips for each vehicle load weighed upon an approved standard scale or from digital printout slips from an automatic batching plant and certified by the Contractor as correct.

1.3.6.3 Unit of Measure

Unit of measure: Ton (2,000 pounds).

1.3.7 Marshall Asphalt Scratch Course, Type I, Bid Item 0011

1.3.7.1 Payment

Payment will be made at the contract line item price per ton for Base Bid "Marshall Asphalt Scratch Course, Type I", in accordance with WVDOH Section 401, which prices and payment shall be full compensation for furnishing all the materials and doing all the work herein prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

SECTION 01 22 00.00 10 Page 6

1.3.7.2 Measurement

Asphalt concrete will be measured by the ton in accordance with WVDOH Section 401. The quantity will be determined by the Contractor from the total weigh slips for each vehicle load weighed upon an approved standard scale or from digital printout slips from an automatic batching plant and certified by the Contractor as correct.

1.3.7.3 Unit of Measure

Unit of measure: Ton (2,000 pounds).

1.3.8 Shoulders and Ditches, Bid Item 0012

1.3.8.1 Payment

Payment will be made at the contract line item price per mile for Base Bid "Shoulders and Ditches", in accordance with WVDOH Section 229, which prices and payment shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.8.2 Measurement

Shoulders and Ditches will be measured by number of linear miles in accordance with WVDOH Section 229, or portion thereof measured which prices and payment shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.8.3 Unit of Measure

Unit of measure: Miles.

1.3.9 Option 1 - Tack Coat, Bid Item 0013

1.3.9.1 Payment

Payment will be made at the Option 1 line item price per gallon for Option 1 "Tack Coat", in accordance with WVDOH Section 408, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.9.2 Measurement

The quantity work done in accordance with WVDOH Section 408 will be the number of gallons placed.

1.3.9.3 Unit of Measure

Unit of Measure: Gallon.

SECTION 01 22 00.00 10 Page 7

1.3.10 Option 1 - Marshall Asphalt Wearing Course, Type I, Bid Item 0014

1.3.10.1 Payment

Payment will be made at the Option 1 line item price per ton for Option 1 "Marshall Asphalt Wearing Course, Type I", in accordance with WVDOH Section 401, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.10.2 Measurement

Asphalt concrete will be measured by the ton in accordance with WVDOH Section 401. The quantity will be determined by the Contractor from the total weigh slips for each vehicle load weighed upon an approved standard scale or from digital printout slips from an automatic batching plant and certified by the Contractor as correct.

1.3.10.3 Unit of Measure

Unit of Measure: Ton.

1.3.11 Option 2 - Tack Coat, Bid Item 0015

1.3.11.1 Payment

Payment will be made at the Option 2 line item price per gallon for Option 2 "Tack Coat", in accordance with WVDOH Section 408, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.11.2 Measurement

The quantity work done in accordance with WVDOH Section 408 will be the number of gallons placed.

1.3.11.3 Unit of Measure

Unit of Measure: Gallon.

1.3.12 Option 2 - Marshall Asphalt Wearing Course, Type I, Bid Item 0016

1.3.12.1 Payment

Payment will be made at the Option 2 line item price per ton for Option 2 "Marshall Asphalt Wearing Course, Type I", in accordance with WVDOH Section 401, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.12.2 Measurement

Asphalt concrete will be measured by the ton in accordance with WVDOH Section 401. The quantity will be determined by the Contractor from the total weigh slips for each vehicle load weighed upon an approved standard

SECTION 01 22 00.00 10 Page 8 scale or from digital printout slips from an automatic batching plant and certified by the Contractor as correct.

1.3.12.3 Unit of Measure

Unit of Measure: Ton.

1.3.13 Option 3 - Tack Coat, Bid Item 0017

1.3.13.1 Payment

Payment will be made at the Option 3 line item price per gallon for Option 3 "Tack Coat", in accordance with WVDOH Section 408, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.13.2 Measurement

The quantity work done in accordance with WVDOH Section 408 will be the number of gallons placed.

1.3.13.3 Unit of Measure

Unit of Measure: Gallon.

1.3.14 Option 3 - Marshall Asphalt Wearing Course, Type I, Bid Item 0018

1.3.14.1 Payment

Payment will be made at the Option 3 line item price per ton for Option 3 "Marshall Asphalt Wearing Course, Type I", in accordance with WVDOH Section 401, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.14.2 Measurement

Asphalt concrete will be measured by the ton in accordance with WVDOH Section 401. The quantity will be determined by the Contractor from the total weigh slips for each vehicle load weighed upon an approved standard scale or from digital printout slips from an automatic batching plant and certified by the Contractor as correct.

1.3.14.3 Unit of Measure

Unit of Measure: Ton.

1.3.15 Option 4 - Tack Coat, Bid Item 0019

1.3.15.1 Payment

Payment will be made at the Option 4 line item price per gallon for Option 4 "Tack Coat", in accordance with WVDOH Section 408, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary

SECTION 01 22 00.00 10 Page 9 to complete the work.

1.3.15.2 Measurement

The quantity work done in accordance with WVDOH Section 408 will be the number of gallons placed.

1.3.15.3 Unit of Measure

Unit of Measure: Gallon.

1.3.16 Option 4 - Marshall Asphalt Wearing Course, Type I, Bid Item 0020

1.3.16.1 Payment

Payment will be made at the Option 4 line item price per ton for Option 4 "Marshall Asphalt Wearing Course, Type I", in accordance with WVDOH Section 401, which prices and payments shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, included all labor, tools, equipment, supplies, and incidentals necessary to complete the work.

1.3.16.2 Measurement

Asphalt concrete will be measured by the ton in accordance with WVDOH Section 401. The quantity will be determined by the Contractor from the total weigh slips for each vehicle load weighed upon an approved standard scale or from digital printout slips from an automatic batching plant and certified by the Contractor as correct.

1.3.16.3 Unit of Measure

Unit of Measure: Ton.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 APPLICATION FOR PAYMENT

3.1.1 Format

Use format approved by the Contracting Officer. For each item, provide a column for listing: Item Number; Description of work; Scheduled Value, Previous Applications; Work in Place under this Application; Authorized Changes; Total Completed to Date of Application; Percentage of Completion;

Balance to Finish; and Retainage. Other entries required by the Contract Clause 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS shall be included.

3.1.2 Preparation Of Applications

a. Present required information on electronic media printout.

b. Execute certification by signature of authorized officer.

c. Use data from Bid Schedule. Provide dollar value in each column for

SECTION 01 22 00.00 10 Page 10 each line item for portion of work performed.

3.1.3 Submittal Procedures

a. Submit one digital copy of each Application for Payment.

b. Submit an updated construction schedule with each Application for Payment.

c. Payment Period: Submit at monthly intervals, as stipulated in the Contract Clause 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS.

Submit payment requests in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM), Paragraph PAYMENT REQUESTS.

3.1.4 Substantiating Data

a. Submit substantiating information, and data justifying dollar amounts in question.

b. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number and description.

c. Comply with Contract Clauses 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACT and 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION

CONTRACTS.

d. Below is a list of substantiating data that is required to be submitted for each payment application:

Up-to-Date Payroll Records Signed Contractor Certification including all subcontractor information required by FAR 52.232-5(b)(1)(ii thru iv) Current Submittal Register Approved Submittals on Installed Property Up-to-Date Progress Chart Weekly Documentation of Safety Meetings and Attendance Up-to-Date Quality Control Reports Current Deficiency Report Satisfactory On-Site Safety Conditions Stored Materials Invoice Acceptable Work-in-Place Required Tests Performed and Reports Received Progress Percentage Recommended Payment Updated Contract Status in RMS

3.1.5 Estimated Earnings

a. The Contractor shall submit estimated earnings through the 30th of each month no later than the 25th of each month. Supporting data shall be submitted as requested by the Contracting Officer.

b. The Contractor shall also prepare an estimated earnings report that outlines estimated earnings by month for the entire contract duration. The Contractor shall also prepare an estimated earnings report that outlines estimated earnings by month by bid schedule line item for the entire contract duration. The first report shall be submitted no later than

SECTION 01 22 00.00 10 Page 11 thirty calendar days after Notice to Proceed and updated monthly.

Supporting data shall be submitted as requested by the Contracting Officer or Contracting Officer's Representative (COR).

SECTION 01 22 00.00 10 Page 12

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 VALUE ENGINEERING CHANGE PROPOSAL

1.7 PERFORMANCE EVALUATION OF THE CONTRACTOR

1.8 SUPERVISION

1.8.1 Minimum Communication Requirements

1.8.2 Superintendent Qualifications

1.8.2.1 Duties

1.8.3 Non-Compliance Actions

1.9 PRECONSTRUCTION CONFERENCE

1.9.1 Minimum Agenda

1.10 PARTNERING

1.10.1 Informal Partnering

1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS

1.12 PROGRESS MEETINGS

1.12.1 Minimum Agenda

1.13 PREINSTALLATION CONFERENCES

1.14 CALLED MEETINGS

1.15 MOBILIZATION

PART 2 PRODUCTS

2.1 DIGITAL PHOTOGRAPHS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

View Location Map; G|CM

Progress and Completion Pictures; G|CM

SD-03 Product Data

Monthly Progress Images; G|CM

SD-07 Certificates

Authorized Change Document Individual; G|CM

Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the work.

Submit in accordance with Contract Clauses, "CHANGES and NOTIFICATION OF

CHANGES."

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction

SECTION 01 30 00 Page 2 operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 16 MP minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 30 digital photographs each month throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit as attachments to daily reports within RMS and as a monthly submittals. Indicate photographs demonstrating environmental procedures. Name each file to indicate its location on the view location sketch. Also provide the view location sketch in the digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

In reference to Contract Clause, INSURANCE--WORK ON A GOVERNMENT INSTALLATION, FAR 52.228-5, the Contractor shall procure and maintain, during the entire period of his performance under this contract, the following minimum insurance:

a. Workmen's Compensation. Workmen's Compensation and Occupational Disease Coverage, as legally required by the State wherein the work is being performed.

b. Comprehensive Automobile Liability Insurance. Bodily injury coverage with minimum limits of $200,000 per person and $500,000 per occurrence, and $100,000 per occurrence for property damage shall be required.

c. Comprehensive General Liability Insurance. Bodily injury coverage with minimum limit of $500,000 per occurrence shall be required. Property damage coverage with a minimum limit of $100,000 per occurrence shall be required.

d. Insurance Certification. Before commencing work under this contract, the Contractor shall certify to the Contracting Officer, in writing, that the required insurance has been obtained. The policies evidencing the required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective (1) for such period as the laws of the State in which this contract is to be performed prescribe or (2) until 30 calendar days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

The Contractor must be able to obtain bond/insurance and submit required plans (as stipulated in the terms of the contract) within 10 calendar days of receipt of an executed contract.

1.6 VALUE ENGINEERING CHANGE PROPOSAL

The Government encourages the Contractor to develop, propose and submit value engineering change proposals (VECP's) with respect to materials, equipment, and systems that fall under the jurisdiction of this contract.

The proposal is to be made voluntarily in accordance with Contract Clause

SECTION 01 30 00 Page 3

52.248-3 VALUE ENGINEERING-CONSTRUCTION.

1.7 PERFORMANCE EVALUATION OF THE CONTRACTOR

It is the USACE standard operating procedure that the Contracting Officer evaluate the Contractor's performance and prepare a performance report using the web-based application CPARS (Contractor Performance Assessment Reporting System) for construction contracts of 700,000 or more. After an evaluation (interim or final) is written by the Corps, the Contractor has a 60-day period to access, review and comment on the evaluation. Accessing and using CPARS requires having specific software, called PKI certification, installed on the user's computer. The certification, a Department of Defense requirement, was implemented to provide security in electronic transactions. The certification software could cost approximately $100-$125 per certificate, per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site: The Contractor is encouraged to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

1.8 SUPERVISION

1.8.1 Minimum Communication Requirements

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

1.8.2 Superintendent Qualifications

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

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

1.8.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

SECTION 01 30 00 Page 4

1.8.3 Non-Compliance Actions

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

Furthermore, the Contracting Officer may issue an order stopping all or part of the work…