W9123719Q0005.pdf

BOLIVAR DAM

11614 GLEN PARK RD NE

BOLIVAR OH 44612-9521

TEL: FAX:

W81F8E90392116

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W9123719Q0005 06-May-2019 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

USACE, CONTRACTING DIVISION

KAREN SIMMONS, 502 8TH STREET

HUNTINGTON WV 25701

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

17-May-2019(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

304-399-5182KAREN L SIMMONS

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W9123719Q0005

Section B - Supplies or Services and Prices

PRICE BREAKOUT SCHEDULE

Item Description Qty Unit Total

0001 Reimbursement of actual 1 Job $ ____________ cost of payment protection for quote in excess of

$35,000.00 for the base Work (see FAR 52.228-13)

0002 Labor for performing 1 Job $ ____________ Point and Tuck work on the Gate House Control Structure in accordance with the attached Scope of Work at Bolivar Dam Bolivar, OH.

0003 Materials and supplies for 1 Job $ ____________ Point and Tuck work on the Gate House Control Structure in accordance with the attached Scope of Work at Bolivar Dam Bolivar, OH.

Total Work $ ____________

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

FFP

FOB: Destination

MILSTRIP: W81F8E90392116

PURCHASE REQUEST NUMBER: W81F8E90392116

NET AMT

ADDITIONAL INFORMATION

*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE.

SEE CLAUSE 52.236-27 FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT ALL QUESTIONS TO KAREN SIMMONS AT (304)399-5182 or Karen.L.Simmons@usace.army.mil. ANY INFORMATION RECEIVED AT THE SITE VISIT

WHICH CONFLICTS WITH THIS SOLICITATION SHOULD BE BROUGHT TO THE

ATTENTION OF MRS. SIMMONS. THE SOLICITATION AND RESULTING CONTRACT

SHALL BE THE GOVERNING DOCUMENT IN ALL CASES.

**QUOTES CAN BE E-MAILED TO KAREN SIMMONS AT Karen.L.Simmons@usace.army.mil Per FAR 36.204 the estimated price range for this project is between $100,000.00 and $250,000.00.

NOTE: Award will be made to the lowest price offeror who meets the technical requirements of the solicitation and is deemed responsible by the contracting officer.

NOTE: this procurement is 100% Set-Aside for 100% Small Business.

Per FAR 52.211‐6 ‐ Brand Name or Equal: If quoting an or equal forSure Klean Weather seal siloxane manufactured by ProSoCo, Dymonic urethane sealant maufactured by Tremco, Sherwin-Williams, Gilden or Coronado paint, identify the name and manufacturer of the or equal below. Contractor is responsible for furnishing descriptive literature demonstrating the system identified below meets or exceeds the requirements specified in the solicitation.

Brand Name or Equal-Quoting On: _______________________________________

Manufactured By: ________________________________________

QUOTATION INSTRUCTIONS (Provide the following with your quote):

Company Name and Address: _________________________________

Phone Number: ______________________________ Fax Number: ____________________________

Email Address: ______________________________________________

Business Size (select all that apply):

Large Business _____ Small Business_____ HUBZone Business_____ 8A _____

Woman-Owned ____ Service-Disabled Veteran-Owned ____

If subcontractor will be used for this work, please provide company name and credentials/qualifications: ___________________________________.

Contractors must be registered in the System for Awards Management (SAM) database (www.sam.gov ) to receive an award (See FAR 52.204-7). (Formerly the Central Contractor Registration (CCR) database and the On-Line Representations and Certifications (ORCA).) Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website.

Please note, as of April 2018, GSA's System for Award Management (SAM) system is requiring new registrations and renewals of existing registrations to submit an original signed notarized letter identifying the authorized Entity Administrator. Vendors are encouraged to check their entity's status in SAM.gov and plan accordingly. If the prospective contractor is not registered in the SAM database, the Contracting Officer will following the procedures at FAR 4.1103. Contact the supporting Federal Service Desk at www.fsd.gov, or by telephone at 866-606-8220 (toll free) or 334-206-7828 (internationally) Monday through Friday from 8 a.m. to 8 p.m. (EDT), for FREE assistance.

Contractor is registered with SAM: _____ YES _____ NO (See FAR 52.204-7) Provide business Unique Entity Identifier number: ___________________________(phone 800-333-0505 for Unique Entity Identifier number).

Provide business CAGE code: _______________________________

Provide Tax Identification Number: _________________________________

Contractors are not required to submit an Accident Prevention Plan (APP) with their quote.

The successful offeror will be required to submit this document upon award. The APP must be accepted by the Government Designated Authority prior to the preconstruction conference.

The contractor that receives this award will have 10 calendar days to provide an Accident Prevention Plan (APP). If this deadline is not met, the contractor will be given a cure notice stating that they will have 10 calendar days to submit an APP, otherwise the contract may be terminated for default.

Section C - Descriptions and Specifications

STATEMENT OF WORK

SCOPE OF WORK

BOLIVAR DAM

GATE HOUSE CONTROL STRUCTURE

DESIGNATED AREA:

The entire exposed, exterior brick and stone surfaces, from the service bridge access (approximate elevation 962.0) to the point of highest elevation (top of the Control Structure); to include chimney, any stone cornice, Brick/Stone Quoins, entrance arch/supports (legs), and the entire concrete surfaces, at the Bolivar Dam Control Structure.

GENERAL CONDITIONS:

Contractor shall furnish all necessary labor, material, equipment, and insurance to complete the following operations in a professional workmanlike manner.

Contractor is responsible for safe access to the work features. All scaffolding and fall protection must comply with the U.S. Army Corps of Engineers Safety & Health Requirements manual EM 385-1-1, OSHA 29 CFR 1926, and by all state inspection codes. The Contractor shall take precautions against damage to the gate house control structure.

Access to the entrance doors must be maintained during performance of this work.

Contractor shall complete all work with as little interference as possible to the normal operation of the building.

Arrangements shall be made in advance by the Contractor and the Project Supervisor in all cases where interruption of services to the building may be required during the execution of the work.

All work shall be completed by competent and qualified masonry tradesman having a minimum of ten years’ experience with similar type work. The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the project site during and throughout the progress of the work.

All materials shall be brought to site in sealed, unopened containers per manufacturer’s specification with copies of the Safety Data Sheets (SDS) maintained on site and one copy provided to the Government Designated Authority

(GDA).

After each day, the work area shall be free of Contractor’s debris and shall be left broom clean. Upon completion of all operations, the grounds shall be left in a clean acceptable condition and all of the contractor’s equipment, debris, surplus material, etc. shall be immediately and completely removed. Upon completion, Project POC will inspect and approve condition of site.

CLEANING:

Contractor shall clean the entire designated area by means of a controlled hydro pressure using fresh water only. A concentrated cleaning solution, ProSoCo or equal, shall be used to restore the exterior finish of the control structure.

Manufacture instructions shall be followed and depending on the severity of cleaning required, two (2) applications of the cleaning product may be needed. The cleaning operations shall be completed in a good, safe, and workmanlike manner leaving the masonry with a clean fresh appeara nce .

Cleaning pressures shall not exceed those recommended, with all areas being completely flushed and free of any residue, upon completion.

Test panels shall be applied prior to the general application to determine precise cleaning procedures and to assure the desired results, as necessary.

BRICK/STONE/JOINT REMOVAL AND APPLICATIONS:

Caution shall be made for all applications, removal of bricks, stone, and joint material which there is a possibility and opportunity for debris, particles, and/or contaminates to fall and enter into the fresh water stream. A prevention plan for catching debris shall be submitted to and approved by POC, Project Supervisor and/or Facility Manager before beginning any removal or application operations. No sand-blasting will be allowed due to contamination of fresh water stream.

COMPLETE (100%) MORTAR JOINT REMOVAL:

Contractor shall remove each and every mortar joint both vertical and horizontal on the stone to stone joints and the stone to brick joints; to a depth of ½” using pneumatic tools. Extreme caution shall be taken so as not to damage the surroundi ng masonry.

Upon completion of mortar joint removal, all affected areas shall be flushed with clean water and/or air pressure to remove all dust and foreign matter deposited by the mortar joint removal operation.

COMPLETE 100% TUCKPOINTING:

Before tuck-pointing the Contractor shall submit to Project Supervisor/Point of Contact (POC), for his approval, the mortar mix to be used and SDS for product, and a sample of mixed colored dry mortar that matches existing joints.

All joints shall be cleaned of all dirt, dust, sand, etc. and shall be slightly damp.

Each and every mortar joint both vertical and horizontal on the stone to stone joints and the stone to brick joints;

shall be filled with fresh mortar.

This operation shall be completed by hand, using a proper sized, back filler pointing tool for the various size mortar joints. The mortar color and joint tooling shall closely match and b lend with the surrounding original areas.

The mortar joints shall be filled solidly with a non-shrinkage , non-staining, cement base tuck-pointing mortar.

After the mortar has reached its initial set, it shall be brushed lightly to remove any burrs.

SPOT MORTAR JOINT REMOVAL:

Contractor shall inspect each and every mortar joint, both vertical and horizontal, in the entire brick surfaces and shall remove all unsound and highly deteriorated joints to a depth of 1/2'” using pneumatic tools. Extreme caution shall be taken so as not to damage the surrounding masonry.

Upon completion of mortar joint removal, all affected areas shall be flushed with clean water and/or air pressure to remove all dust and foreign matter deposited by the mortar joint removal operation.

SPOT TUCKPOINTING:

Before tuck-pointing the Contractor shall submit to Project Supervisor/Point of Contact (POC), for his approval, the mortar mix to be used and SDS for product, and a sample of mixed colored dry mortar that matches existing joints.

All joints shall be cleaned of all dirt, dust, sand, etc. and shall be slightly damp.

All removed or otherwise missing mortar joints on the entire brick surfaces in the designated area shall be filled with fresh mortar. Spot tuck-pointing shall include a maximum area of:

Interior Brick: up to 10 sq. ft.

Exterior Brick: up to 10% of wall area Rear side parapet wall: up to 30%

This operation shall be completed by hand, using a proper sized, back filler pointing tool for the various size mortar joints. The mortar color and joint tooling shall closely match and b lend with the surrounding original areas.

The mortar joints shall be filled solidly with a non-shrinkage , non-staining, cement base tuck-pointing mortar.

After the mortar has reached its initial set, it shall be brushed lightly to remove any burrs.

BRICK REMOVAL AND INSTALLATION:

Prior to ordering, brick samples, the mortar mix to be used and SDS for product, and a sample of mixed colored dry mortar that matches existing joints shall be submitted to the Project Supervisor/Point of Contact (POC) for inspection and approval.

Contractor shall inspect the existing brick and shall selectively remove individual bricks with severe cracking or those showing a face loss of ¼” or greater. The Contractor shall not removing any more area than can be safely supported. At the end of each day, the Contractor shall protect all uncovered or uncompleted areas with plastic and/or tarps as necessary.

All brick removal shall be completed to good commercial standards and practices. Bricks shall be removed by pneumatic air tools and/or hammer and chisel using caution not to damage the surrounding areas. The removed or otherwise missing areas shall be re-laid and installed using new bricks, completely filling the void, be set in a full bed of fresh mortar, be set straight, square, flush with the wall to good commercial standards and practices. All voids to receive bricks shall be free of all dirt, dust, sand, etc. Mortar color and joint tooling shall closely match and blend with the original surrounding areas.

It is estimated that a maximum of 500 bricks shall need removed and replaced. The Contractor shall notify the Contracting Officer or Contracting Officer’s Representative if additional bricks need replaced.

BRICK CRACKS:

Any sound individual bricks with fine cracks shall be filled with a clear silicone joint sealer.

STONE REPAIR:

Contractor shall inspect all Stone/ Bera Sandstone trim areas and shall remove the delaminating areas using pneumatic powered tools and/or hammer and chisel.

The designated areas shall be repaired and leveled using a diamond grinding method. Grinding shall include as minimal or removal as possible without excessive removal of stone.

Determination of areas to be ground or repaired shall be completed prior to starting operations and all areas shall be flushed and cleaned to remove dust and foreign matter.

LINTEL REMOVAL & INSTALLATION:

Contractor shall remove and replace three rusted steel lintels on the west side of the control structure. They must be replaced with galvanized lintels and the area patched back in with new brick, flashing, flashing end dams, flashing termination bar, flashing termination bar sealant, and new weep cells (3 per window).

Prior to ordering, brick samples, the mortar mix to be used and SDS for product, and a sample of mixed colored dry mortar that matches existing joints shall be submitted to the Project Supervisor/Point of Contact (POC) for inspection and approval.

All work shall be installed to match the existing contours as closely as possible.

STRUCTUAL CRACKS:

Contractor shall inspect the entire exposed exterior masonry surfaces of the designated area and shall remove all structural or stress cracks to a depth of ½” following the line of the crack using pneumatic air tools using caution to protect the surrounding areas.

Contractor shall then seal the removed areas with flexible sealant in such a way so as to allow natural movement, yet seal out the moisture. The installed material shall blend with the surrounding areas.

The installed material shall be a one (1) part urethane sealant Dymonic, as manufactured by Tremco or equal.

STONE WASH JOINTS:

Contractor shall remove the existing vertical and top stone to stone joints of the stone belts, coping and sills using pneumatic air tools.

Contractor shall then seal the removed areas with a flexible sealant in such a way so as to allow natural movement, yet seal the moisture. The installed material shall match with the surrounding areas.

The installed material shall be a one (1) part urethane sealant Dymonic, as manufactured by Tremco or equal.

All joints shall be flushed with clean water and/or air pressure to remove all dust and foreign matter. Where joints are deeper than ½” polyethylene joint backing shall be used and packed into the joint to within ½” of the surface.

A size shall be selected so as to allow for a minimum of 30% compression of the backing when inserted into the joint.

Sealant shall be gun applied through a nozzle opening of such a diameter so that the full bead of sealant is gunned into the joint, filling the joint completely.

The finished bead shall be flush with the surface or as otherwise indicated. The color shall b l e n d with the surrounding material.

CAULKING:

Contractor shall seal the exposed exterior perimeter of all doors, windows and vents with a one ( l ) part sealant.

The installed material shall be a one (1) part urethane sealant Dymonic, as manufactured by Tremco or equal.

BRACKETS:

Contractor shall remove and dispose of off-site any unused brackets, bolts or fixtures, as directed.

WEATHERPROOFING: SILOXANE

Contractor shall apply an oligomeric alkyl-alkoxy siloxane, water repellent solution to the designated a r e a o f t h e masonry surface. The applied material shall be SURE KLEAN WEATHER SEAL SILOXANE as manufactured by PROSOCO, or equal. The applied material shall provide superior protection against moisture intrusion and resulting efflorescence, leaching, mildew, staining, spalling, and freeze thaw. The applied material shall react with the natural materials of the masonry so as to produce what is known as a chemical bond.

The material shall be the product of a reputable manufacturer and shall be especially adapted for treatment of the exterior of the building and shall provide protection against moisture penetration for the maximum period obtainable for this type of material, and shall be delivered to the job site in sealed, unopened containers and shall be applied in accordance with the manufacturer's instructions.

PAINTING:

Contractor shall apply one (1) application of a high quality primer and one (l) application of a high quality exterior paint to the accessible exposed exterior designated area.

The designated areas include the previously painted:

• Horizontal window bars

• Lintels (exterior)

Applied paint shall be as manufactured by SHERWIN-WILLIAMS, GLIDDEN, CORONADO, or equal. All loose or peeling paint shall be removed by hand scraper or and/or wire brush .

CONTRACTOR SAFETY REQUIREMENTS:

A. General. Contractor shall comply with all Federal, State and Local safety requirements including those specified by the Occupational Safety and Health Act (OSHA) in 29 CRF 1910 General Industry Standard, 1926 Construction Standard and the U.S. Army Corps of Engineers Safety & Health Requirements Manual EM 385-1-1 as currently revised. Where a conflict exists between safety standards/requirements the contractor shall comply with the more stringent requirement. If the Contractor fails or refuses to promptly comply with safety and security requirements as specified herein, any project employee may stop all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such work stoppage shall be made subject to any claims for extension of time or for excess costs or damages sustained by the Contractor. Also, the Contractor will not be paid for work not performed as a result of the stop order.

B. Contractor Accident Prevention Plan (APP). The Contractor shall prepare a site-specific Accident Prevention Plan following the outline provided in EM 385-1-1, Appendix A as a minimum. The contractor shall address each element and sub-element in the outline in the order they appear in Appendix A. Any item from the outline that does not apply must be listed, in its assigned place and a brief explanation of the reason it is not required/provided. The APP shall address any unusual or unique aspects of the project or activity. This plan must be accepted by the Contracting Officer prior to commencement of any work. Contractors are encouraged to contact the USACE Safety & Occupational Health Office for questions or information regarding the development of contract Accident Prevention Plans. Office hours are Monday-Friday 8:30 a.m. - 4 p.m. eastern time at (304)399- 5039/5032/5326. The web address for EM 385-1-1 is:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

(1) The contractor shall have on site an employee designated as a Site Safety and Health Officer (SSHO) who has completed the OSHA 30-hour Construction Safety training or its equivalent as specified in EM 385-1-1, 01.A.17 (only authorized online outreach training providers qualify – https://www.osha.gov/dte/edcenters/map.html) and has at least five years experience relative to the work to be performed. No work will be permitted unless the SSHO is present at the work site.

(2) For task orders limited to routine mowing, cleaning and janitorial work SSHO responsibilities may be a collateral duty. Contractor may also elect to use an SSHO with either OSHA 30-hour Construction or General Industry qualifications.

(3) Work crews of two or more must have two people holding current certification in First Aid and CPR from the American Red Cross, American Heart Association or a licensed physician. Training must include a hands-on component that cannot be taken online and the contractor must maintain appropriate First Aid kit on site. Single individuals working alone must have current certification in First Aid as a minimum.

(4) All work that potentially exposes the worker to falls of six feet or more will require the contractor to submit a Site Specific Fall Protection & Prevention Plan in accordance with EM 385-1-1, Section 21.D.

(5) Cranes and hoisting equipment shall be operated only by qualified personnel (operators licensing, physical and drug testing in accordance with EM 385-1-1 Section 16.B). Note: CDL Medical Clearance is not acceptable. Please see attached medical clearance requirements.

(6) Effective November 8, 2010 all “Signalpersons” and “Riggers” shall be qualified. This is a mandatory requirement in accordance with 29 CFR 1926.1400 Regulations. Riggers must be a qualified person for the performance of specified hoisting activities such as during assembly/disassembly, in accordance with OSHA 1926.1404(r)(1) and 1926.1425(c)(3).

(7) Work orders involving potential exposure to Hazardous, Toxic or Radiological Waste shall require development of Site Specific Safety and Health Plan (SSHP) by qualified personnel as specified in EM 385-1-1 Sections 6 and 33.

C. Risk Management Process. The Contractor shall utilize risk management tools such as Activity Hazard Analysis (AHA), Job Hazard Analyses (JHAs), Job Safety Analyses (JSAs) or similar tools to identify, assess, prioritize risks and develop controls to minimize, monitor and control the probability and/or impact of unfortunate events to an acceptable level. Within each major phase, all activities, tasks or Definable Features of Work (DFOWs) shall be identified that will require an AHA/JSA/JHA. For each work activity, task or DFOW contractor shall prepare the initial AHA/JSA/JHA. A Risk Assessment Code (RAC) is assigned to each step, to the risk that remains after controls have been applied (residual risk) a final RAC (cannot be lower than the highest step RAC) shall be assigned. See EM 385-1-1 Section 01.A.14.b. for further guidance or contact the SOHO for assistance. The AHA/JSA/JHA shall be reviewed and accepted by the proper authority in order to proceed with the activity. All on-site employees shall review the accepted AHA/JSA/JHA prior to performing work and during weekly and “Tool Box” safety meetings as appropriate.

(1) AHA/JSA/JHA shall define the activities being performed and identify the work sequences, the specific anticipated hazards, site conditions, equipment, materials, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level of risk. AHA/JSA/JHA should indicate compliance with EM 385-1-1 personal protective equipment requirements (safety-toed work boots, safety glasses, gloves, hard hats, etc.), work crews of two or more must have two people currently qualified in first aid and CPR and the appropriate first aid kit on site. Single individuals working alone must have current certification in First Aid only.

(2) The names of the Competent Person(s) and Qualified Person(s) required for a particular activity (e.g., excavation, scaffolding, fall protection, or other activities as specified by OSHA and this manual) shall be identified and included in the AHA/JSA/JHA, as well as proof of their competency/qualification.

D. Accident/Mishap Reporting: The Contractor shall report all recordable mishaps to the GDA within 24-hours in accordance with EM 385-1-1 Section 01.D. Accidents shall be investigated to determine causal factors and corrective actions shall be implemented. Accidents resulting in: days away injuries, days away illnesses, restricted/transfer injuries, property damage of $5,000.00 or more shall be investigated and reported to the GDA using the USACE Accident Investigation Report Form ENG 3394 within 24 hours of the occurrence.

(1) Immediate notification to the GDA is required for all serious accidents:

a. Fatal Injury/illness;

b. Permanent totally disabling injury/illness;

c. Permanent partial disabling injury/illness;

d. One (1) or more persons hospitalized as inpatients as a result of a single occurrence;

e. $500,000 or greater accidental property damage;

f. Three (3) or more individuals become ill or have a medical condition suspected to be related to a site condition, or a hazardous or toxic agent on the site;

g. USACE aircraft destroyed or missing;

The Contractor shall maintain an OSHA Log of Work Related Injuries and Illnesses, OSHA Form 300 and comply with all accident reporting and recordkeeping requirements specified in 29 CFR 1904.39.

(2) In addition to the above, any mishap occurring in any of the following high hazard areas shall be reported immediately to the GDA, investigated and corrective actions implemented.

a. Electrical (includes Arc Flash, electrical shock, etc.);

b. Uncontrolled Release of Hazardous Energy (includes electrical and non-electrical);

c. Load Handling Equipment (LHE) or Rigging;

d. Fall-from-Height (any level or other than same surface);

e. Underwater Diving

On-site Public Safety: Work on this contract is immediately adjacent to public recreation facilities. Safety precautions to warn and limit public access shall be addressed in both the APP and AHA. The Contractor shall control dust from the construction activities in accordance with the Safety and Health Requirements Manual (EM 385-1-1).

Site Visit:

1. Due to the arrangement of the control structure and field site conditions, a site visit is highly encouraged prior to the submission of proposals. Site visits can be arranged through the following personnel;

Project Manager (Travis Fishley) 11614 Glenpark Rd NE Bolivar, Ohio 44612

(330) 874-9351

Or

Facility Manager (Thomas Nicholson) Upper Tuscarawas Office 3434 St. Rt. 212 NE Mineral City, OH 44656-9645 330-343-0048

Contractor Submittals: The successful offeror shall provide as a minimum the following documentation:

A. Accident Prevention Plan

B. Activity Hazard Analysis

C. Invoice as stated on the contract award.

All contractor submittals must be reviewed and accepted by the Contracting Officer or Government Designated Authority (GDA), prior to commencement of any work.

DAMAGE REPORTS: Where government materials, supplies, property, and/or equipment are damaged, all occurrences shall be reported immediately to the Facility Manager as listed above or to the Operations Manager, Muskingum Area Office, (330)-365-4252. When the damage is caused by contractor employees, a written report of the incident and extent of such damage shall be submitted to the Facility Manager within two (2) work days (less weekends and holidays) of each occurrence. For property damage accidents of $2,000 or more, the Contractor will complete and submit to the Facility Manager a copy of ENG 3394.

CONTRACT EMPLOYEES' CONDUCT AND COMPETENCY: All Contractor designated employees shall conduct themselves in a proper manner at all times. Since the majority of work shall be performed in the presence of the general public, the conduct of all employees is critical and will be closely monitored. Use of controlled substances or the consumption of beer or alcoholic beverages by contractor employees is strictly prohibited. The Contractor may be required to immediately remove from the work site, any employee of the Contractor who is incompetent or who endangers persons or property, or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform the work.

CONTRACTOR INVOICE: Contractor shall submit their invoice to:

Facility Manager (Thomas Nicholson)

Upper Tuscarawas Office 3434 St. Rt. 212 NE Mineral City, OH 44656-9645

WORKING HOURS: Normal working hours are Monday through Friday, 7:00 a.m. to 3:30 p.m.eastern time Work inside Government buildings or other secured areas shall be performed during the above referenced work hours.

Ten Federal holidays observed are as follows:

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

When one of the above designated holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday will be observed as a holiday. Work that interferes with other ongoing functions at the project shall be scheduled around normal working hours. Work shall be scheduled around the above listed Federal holidays unless approved in advance. Work shall be performed during daylight hours and the days to be worked will be at the discretion of the Facility Manager or Project Manager.

DEFICIENCIES: If the Contractor fails to perform, or if performance in any area is judged unsatisfactory and not to contract requirements, the Government will take corrective action and may require the Contractor to perform the services again in conformity with contract requirements, at no cost to the Government. When the defect in services cannot be corrected by re-performance, or cannot be corrected in the specified time frame, the Contractor is required to respond to a Contract Discrepancy Report and deductions will be determined in accordance with Contract Clause entitled "Terms and Conditions-Simplified Acquisitions (Other than Commercial Items), paragraph (d)."

PRE-CONSTRUCTION CONFERENCE: The Contractor shall attend a pre-construction conference prior to the initiation of work under this contract. The Contractor's Accident Prevention Plan and all contractor submittals must be approved prior to this meeting.

Required Start and Completion Days: Once the successful contractor is given the Notice-To-Proceed (NTP), the contractor will start the work within 30 days. Once the work is started, the contractor will have 90 days to complete all work unless given an extension in writing from the Contracting Officer for this contract.

SECURITY REQUIREMENTS:

All Contractors and subcontractor employee(s) working on this contract who require access in and/or around any Huntington District facilities shall receive authorization to be on site at these facilities 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 the 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.

FOR CONTRACTS LESS THAN 1 YEAR DURATION/OPTION TO EXTEND CONTRACTS:

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 must 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 must be submitted directly to the Huntington District Security Office.

The Contractor must 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.

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 2018, they shall be cleared again in May of 2019. 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 must ensure if new employees are brought in to work on an existing Contract with the U.S. Army Corps of Engineers (USACE), they must process the employee through the Huntington District USACE Security Management Office for background purposes.

FOR CONTRACTS IN EXCESS OF 1 YEAR DURATION, THE DOCUMENTS LISTED BELOW ARE

REQUIRED:

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form). FD 258, Contractor Fingerprint Card (one card for digital prints, two for ink prints) (NOTE: a trained/qualified individual must take prints, ORI block on the FD 258 must 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.

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 must 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 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.

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, 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

Stephen R. Curry, phone (304) 399-5695; email stephen.r.curry@usace.army.mil Matthew D. Green, phone (304) 399-5294; email matthew.d.green@usace.army.mil Sandra L. Hardwick, phone (304) 399-5612; email sandra.l.hardwick@usace.army.mil

AT/OPSEC Requirements. The following shall be accomplished by the contractor before any work will be ordered:

1. AT Level I Training. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within thirty

(30) calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within five (5) calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: https://atlevel1.dtic.mil/at/; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

2. Access and General Protection/Security Policy and Procedures. All Contractor and all associated sub‐ contractors employees shall comply with applicable installation, facility, and area commander installation/facility access and local security policies and procedures (provided by government representative).

The contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

2b. For contractors who do not require CAC, but require access to a DoD facility or installation.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3. Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something).

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.

4. For Contracts that Require OPSEC Training. All new contractor employees will complete Level I OPSEC

Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

5. Pre-screen candidates using E-Verify Program. The Contractor must pre-screen Candidates using the E-verify

Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements.

The Vendor must 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 must be provided to the COR no later than 3 business 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 designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

Additional Information:

5152.222-9000 Contractor Supply and Use of Electronic Software for Processing Wage Rate Requirements Statute Certified Labor Payrolls. (APR 2011)

(a) The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

(b) If the contractor elects to use an electronic payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute. When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

(c) The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal

Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's RMS;

(5) demonstrated security of data and data entry rights;

(6) ability to produce contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate

Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

(d) All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

(End of clause)

5152.231.9000 Equipment Ownership and Operating Expense Schedule (MAR 1995)

(a) This clause does not apply to terminations. See UAI 5152.249-9000, Basis for Settlement of Proposals, and Federal Acquisition Regulation (FAR) part 49.

(b) Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region II. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified…