W91237-16-T-0122.pdf

CLENDENING LAKE

MAINTENANCE MECHANIC

28700 MILARCIK ROAD PO BOX 116

TIPPECANOE OH 44699-0116

TEL: 740-658-3743 FAX: 740-658-3488

W81F8E62373837

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W91237-16-T-0122 26-Aug-2016 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 BRANCH

SAMANTHA STILES, 502 8TH STREET

HUNTINGTON WV 25701

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

09-Sep-2016(Date)

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

304-399-5705SAMANTHA L STILES

(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

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job CLE Intake Structure

FFP

Contractor shall provide all supplies, material, labor and supervision necessary to support the Clendening Intake Structure, Celndening Dam, Tippecanoe, OH as described in the attached statement of work. All work shall be in accordance with the basic contract terms and conditions.

FOB: Destination

PURCHASE REQUEST NUMBER: W81F8E62373837

NET AMT

PRICE SCHEDULE

Line Item No. Description of Requirement

Qty./Unit of Measure Extended Price

Reimbursement of actual cost of payment bond for quotes in excess of $35,000.00 JOB $____________

Labor to support the Intake Structure, Celndening Dam, Tippecanoe, OH, in accordance with the attached Scope of Work.

JOB

Materials and supplies for the Intake Structure, Celndening Dam, Tippecanoe, OH, in accordance with the attached Scope of Work.

JOB

TOTAL: $_______________

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 SAMANTHA L. STILES AT (304) 399-5705 or Samantha.L.Stiles@usace.army.mil. ANY INFORMATION RECEIVED AT THE SITE VISIT WHICH

CONFLICTS WITH THIS SOLICITAION SHOULD BE BROUGHT TO THE ATTENTION OF MS.

STILES. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE GOVERNING

DOCUMENT IN ALL CASES.

** QUOTES CAN BE FAXED OR E-MAILED TO SAMANTHA L. STILES AT (304)

399-5281 or Samantha.L.Stiles@usace.army.mil. E-mail is the preferred method.

Per FAR 36.204 the estimated price range for this project is between $25,000.00 and $100,000.00.

NOTE 1: In accordance with FAR Part 28.102-1(b)(1), the Contractor will be required to provide one of the following payment protections for all construction contracts greater than $35,000.00 but not greater than $150,000.00.

(i) Payment bond

(ii) Irrevocable letter of credit

A Payment Bond or Irrecovable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

The payment made under this provision shall not exceed the amount included for Bid Item 0001 of the bid schedule, which payment shall take into consideration any discounts or rebates to the Contractor from the Surety.

FURTHERMORE, THE GOVERNMENT SHALL ONLY REIMBURSE THE CONTRACTOR THE ACTUAL

AMOUNT PAID TO THE SURETY COMPANY FOR PAYMENT BONDS, LESS ANY DISCOUNTS OR

REBATES. AN INVOICE FROM THE SURETY SHALL BE PROVIDED BEFORE PAYMENT IS MADE.

CONTRACTORS ARE ADVISED THAT BID ITEM 0001 IS ONLY FOR THE COST OF BONDS. OTHER

COSTS SHOULD BE ALLOCATED TO THE REMAINING BID ITEM(S).

NOTE 2: The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following technical factors may be used in evaluating offers and are of equal importance:

Experience in the work required (if work is to be performed by a subcontractor, provide the name and necessary credentials, See FAR Clause 52.222-11), capability to perform the work, past performance and schedule control.

Technical factors are significantly more important than price.

QUOTATION INSTRUCTIONS:

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

2. Contractors must be registered in the System for Awards Management (SAM) database (www.SAM.gov) to receive an award. (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.

3. Provide business DUNS number: _______________________________ (phone 800-333-0505 for

DUNS).

4. Provide business CAGE code: __________________________________

5. Tax Identification Number: ___________________________________

6. Contractors shall provide completed FAR clause 52.204-8 (Annual Representations and Certifications) found in Section K of this solicitation with their quote, if the Contractors have not completed their annual representations and certifications electronically via the SAM website at www.sam.gov. (See Paragraph 2 above)

7. 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. EXAMPLES of the APP may be found at http://www.lrh.usace.army.mil/CT under the General Contracting Information heading.

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 cure their non-performance. The contractor will have a total of 30 calendar days from date of award to provide an acceptable APP, otherwise the contract will be terminated for default.

Section C - Descriptions and Specifications

SCOPE OF WORK

SCOPE OF WORK

Clendening Dam

GATE HOUSE CONTROL STRUCTURE

DESIGNATED AREA:

The entire exposed, exterior brick and stone surfaces, from the concrete foundation to the point of highest elevation (as noted) of the Control Structure, to include chimney, any stone cornice, Brick/Stone Quoins, entrance arch/supports (legs), the entire concrete surfaces, from water level to the brick areas, interior brick areas of gate house interior control room, and flashing around Chimney at Clendening Dam, 28700 Milarcik Road, Tippecanoe, OH 44699.

GENERAL CONDITIONS:

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

Contractor shall scaffold the stated structure using precautions as required by U.S.

Army Corps of Engineers Safety & Health Requirements manual EM 385-1-1 dated 30 NOV 2014 as revised, OSHA 29 CFR 1926 and by state inspection codes. Contractor shall take precautions against damage to the structure and surrounding area. All entrances and exits shall be scaffold in such a way so as to permit safe passage to the building at all times.

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 construction period.

All work shall be completed by competent and qualified masonry tradesman, in strict accordance with the plans and specifications in a thorough and workmanlike manner.

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.

All cleaning shall be accomplished by experienced personnel, highly skilled in this type of cleaning. Cleaning pressures shall not exceed those recommended, with all areas being completely flushed and free of any residue upon completion. The Contractor shall be notified by Government Personnel of any moisture intrusion to the interior areas during this process. The cleaning operations shall be completed in a good, safe, workmanlike manner, leaving the masonry with a clean appearance.

SPOT MORTAR JOINT REMOVAL:

Contractor shall inspect each and every mortar joint, both vertical and horizontal, in the designated area and shall remove all unsound and highly deteriorated joints to the depth of ½” 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:

All removed or otherwise missing mortar joints in the designated area shall be filled with fresh mortar. Spot tuckpointing, including a maximum area of exterior stone to stone joints at 50%, Stone to brick joints at 50% if applicable, Exterior Brick to brick joints at 10%, and interior brick joints 30%.

Mortar joints and/or brick with small shrinkage or hairline cracks and/or brick with voids that are otherwise full, sound and secure, will not be considered defective.

This operation shall be completed by hand, using a proper sized back filler pointing tool for the various size mortar joints.

Before tuck pointing, all joints shall be cleaned of all dirt, dust, sand, etc., and shall be slightly dampened.

The mortar color and joint tooling shall closely match and harmonize with the surrounding original areas. The mortar joints shall be filled solidly with a non-shrinkage, non-staining, cement base tuckpointing mortar. After the mortar has reached its initial set, it shall be brushed lightly to remove any burrs.

Before tuck pointing, 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.

BRICK REMOVAL AND INSTALLATION:

Contractor shall inspect the existing brick and shall selectively remove individual bricks showing severe cracking or crazing, and bricks showing a 20% face loss of ¼” or greater, not removing any more area than can be safely supported. If any other areas are in need of attention, such as fill brick, Contractor shall notify the Project Supervisor for their inspection. At the end of each day 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 harmonize with the original surrounding areas. Prior to ordering, brick samples, the mortar mix to be used and MSDS 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.

The installed material shall be tied to the fill wall using galvanized wall ties, spaced two feet (2’0”) on center when applicable. All work shall be installed to match the existing contours or original contours as closely as possible. A maximum of 200 bricks are included to be replaced under this Scope of Work if needed

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.

The removed or otherwise missing areas shall be rebuilt using JAHN Restoration Mortar or equivalent. All materials shall match existing profiles as closely as possible per Manufacturer’s Specifications using experienced trades persons, and materials approved by POC.

STRUCTUAL CRACKS:

Contractor shall inspect the entire exposed exterior masonry surfaces 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 harmonize with the surrounding areas. The installed material shall be a one (1) part urethane sealant Dymonic, as manufactured by Tremco or equal.

For joints deeper than ½”, polyethylene joint backing shall be used and packed into the joint to within ½” of the surface. A size of the backing shall be selected so as to allow for a minimum of 30% compression when inserted into the joint. Install sealant in a suitable professional manner, i.e. (gun w/ nozzle opening), filling joint completely.

CONCRETE REPAIR:

Contractor shall inspect exposed, exterior concrete areas and remove all highly deteriorated material and prepare as necessary, using air powered tools and/or hammer and chisel. All affected areas shall be flushed with clean water removing all dust, dirt, and foreign matter.

The removed or otherwise areas shall be rebuilt using masonry repair materials, manufactured by THORO, SONNEBORNE, SIKDA, QUICKCRETE or equivalent.

All materials shall match existing profiles as closely as possible per Manufacturer’s Specifications using experienced trades persons, and materials approved by POC.

CONCRETE CRACKS:

Contractor shall fill the existing corner cracks with a 2-part epoxy injection type system, SIKA or equivalent.

STONE WASH JOINTS: (If applicable)

Contractor shall remove the vertical and top 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 harmonize with the surrounding areas. The installed material shall be a one (1) part urethane sealant Dymonic, as manufactured by Tremco or equivalent.

STEEL LINTELS:

Contractor shall inspect the existing steel lintels and shall remove the existing caulking and report to project POC any faulty structural members. New ¼” poly weep tubes shall be installed two (2) per window.

Chimney Flashing and Rain Cap

Remove existing step and counter flashing around chimney by first removing clay roof tiles then install new 16 oz. copper pan, base, counter and step flashing. Counter flashing will be caulked. Reinstall and fasten existing clay roof tile if salvageable or install new clay roof tile to concrete roof slab. All flashing shall be installed as recommended by the shingle manufacturer and in regards to good commercial practices. Remove satellite antenna and existing metal rain cap cover from stone cap on chimney and install a stainless steel T304 cover that covers the top surface and has 4” sides that drapes over sides of stone cap. Reinstall satellite antenna

CAULKING:

Contractor shall seal the exposed exterior perimeter of all doors, windows, and vents with one (1) part urethane sealant Dymonic, as manufactured by Tremco or equivalent.

The finished bead shall be flush with the surface or as otherwise indicated. All materials and colors shall match existing profiles as closely as possible per Manufacturers Specifications using experienced trades persons, and materials approved by POC.

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 masonry surface areas.

The applied material shall be a product of a reputable manufacturer and shall be especially adapted for the treatment of building exteriors, and provide superior protection against moisture penetration, the resulting effects of efflorescence, leaching, mildew, staining, spalling and freeze thaw for the maximum period obtainable for this type of material, and shall react with the natural materials of the masonry so as to produce what is known as a chemical bond, such as SURE KLEAN WEATHER SEAL SILOXANE as manufactured by PROSOCO, or equivalent. The product shall be delivered to the job site in sealed, unopened containers and shall be applied in accordance with the manufacturer’s specifications.

PAINTING:

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

The designated areas include the previously painted window lintels, door lintels, window bars, lights, doors, balconies and miscellaneous metal. Applied paint shall be as manufactured by SHERWIN-WILLIAMS, GLIDDEN, CORONADO, or equivalent and match the existing color or preferred color of POC.

All loose or peeling paint shall be removed by hand scraper and/or wet sanding.

All paint shall be applied by a hand brush, roller, and/or spray in strict accordance with the manufacturer’s specifications.

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 at date of solicitation. 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 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 (AAPP). The Contractor shall prepare a site-specific Accident Prevention Plan as outlined in EM 385-1-1, Appendix A. Contractor must address each element/sub-element in the order they appear in the outline. Any element the contractor feels is not applicable to work under this contract must be listed and a brief explanation provided. 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. 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

(Attached for your information and use is CESO Checklist A-01. This checklist was developed to assist you in the development of a site-specific Abbreviated Accident Prevention Plan. This checklist is provided as a tool only.)

C. Contractor Risk Management Process. Contractor may use Job Safety analyses (JSAs), Job Hazard Analyses (JHAs) or Activity Hazard Analysis (AHA) for the purpose of risk assessment. Before beginning each work activity Contractor performing that work activity shall prepare an initial assessment (AHA/JSA/JHA) listing each job step, anticipated hazards, site conditions, equipment, materials, personnel and control measures to be implemented. A Risk Assessment Code (RAC) shall be assigned to each step assessing the level of risk remaining after implementation of controls. Once this process is complete a RAC will be assigned to the activity as a whole (cannot be lower than the highest step RAC). Residual risk must be communicated to the proper authority for acceptance in order to proceed. It is the Contractor's responsibility to prepare the AHA/JSA/JHA.

Analysis with RAC shall be accepted by the GDA and discussed with al engaged in the activity including Contractor, subcontractor(s), and on-site government representative prior to commencement of work. Names of Competent Person(s) and Qualified Person(s) required for a particular activity (e.g., excavation, scaffolding, fall protection, or other activities specified by OSHA and/or EM 385-1-1) shall be identified and included in the AHA/JSA/JHA and proof of their competency/qualification.

NOTES:

Work crews of two or more must have two people holding current qualifications in First Aid and CPR from the American Red Cross, American Heart Association or a licensed physician. Training must include a hands-on element 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.

Contractor shall employee a minimum of one Competent Person at each worksite to function as the Site Safety and Health Officer (SSHO). The SSHO as a minimum must have completed the 30-hour OSHA Construction or General Industry Safety class or its equivalent as specified in EM 385-1-1 Section 01.A.17.b and have a minimum of 5 years safety experience relative to the work being completed. The SSHO must be on-site at all times work is being performed. (Note: SSHO qualification requirements may be waived at the discretion of the USACE District Safety & Occupational Health Office for extremely low risk operations.)

Crane operators, riggers and signal persons shall be trained, licensed and meet the physical and drug testing requirements specified in EM 385-1-1 Section 16.

All electrical work must be completed by a Qualified Person with verifiable credentials as specified in EM 385-1-1, Section 11.A.01.c. Electrical work will require contractor to submit a Control of Hazardous Energy Plan (LOTO) in accordance with EM 385-1- 1, Section 12.

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;

W91237-16-T-0122

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

Site Visit

Contractors are encouraged to make a site visit by contacting:

Anthony Gardner Project Supervisor U.S. Army Corps of Engineers Clendening Dam 28700 Milarcik Road Tippecanoe, Ohio 44699 740-658-3743

Contractor Submittals The successful contractor shall provide as a minimum the following documentation. All contractor submittals must be reviewed and accepted by the contracting officer or government designated authority prior to commencement of any work.

A. Accident Prevention Plan

B. Activity Hazard Analysis

C. Invoice as stated on the contract award.

D. Manhour report to project office at completion of work.

DAMAGE REPORTS. All instances where Government materials, supplies, property, And/or equipment are damaged shall be reported immediately to the Project Supervisor at Clendening Dam. When the damage is caused by contract employees, a written report of The incident and extent of such damage shall be submitted to the Project

Supervisor, Within 2 work days (less weekends and holidays) of occurrence. For property damage Accidents of $2,000 or more, the Contractor will complete and submit to the Resource Manager a copy of ENG 3394.

CONTRACT EMPLOYEES' CONDUCT AND COMPETENCY. All contracts 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 are critical and will be closely monitored. Use of controlled substances or Consumption of beer or alcoholic beverages by contract 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 Lower Tuscarawas Area Office 49320 County Road 497 Coshocton, Ohio 43812-9496

WORKING HOURS. Normal working hours are Monday through Friday, 7:30 a.m. to 4:00 p.m. 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 is Observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is 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 days to be worked will be at the Discretion of the Project Supervisor.

DEFICIENCIES The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises. If the Contractor does not promptly replace or correct rejected work, the Government may --

(1) By contract or otherwise, replace or correct the work and charge the cost to the Contractor; or

(2) Terminate for default the Contractor’s right to proceed.

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.

WAGE RATES. In accordance with contract clause FAR 52.222-6, Davis-Bacon wage rates are applicable to this procurement and can be located at http://www.dol.gov.

Applicable wage rates for this procurement are: General Decision Number OH160086

07/08/2016 OH86.

SECURITY REQUIREMENTS

All Contractor and subcontractor employees working on this contract who require access in or around Huntington District facilities (i.e. flood control dams plants, navigation locks, etc.) shall receive 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 (SMO) will complete the background investigation and make the final determination of an employee’s suitability for work on Government property. The SMO and has the right to deny any contractor or subcontractor employee from working on a contract based on results of the background investigation. The Government, Contractor, and sub-contractors shall not permit any employee access to drawings, records, photos, sites, or projects until the Huntington District Security Management Office has approved them. The Contractor is responsible for meeting this requirement. Contractor’s failure to adhere to this can result in penalties, fines, or sanctions up to and including contract termination and or forfeiture of future contract consideration.

Contractors shall submit a complete investigation package for each contractor and subcontractor employee to the Huntington District Security Management Office within ten (10) working days after award of any contract, OR prior to the individual being permitted unescorted access in or around all District facilities. 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, 2 for ink prints) (Note: a trained/qualified individual must take prints; ORI block on FD-258 must be USOPM000Z) (Contractor Fingerprint Cards (FD-258) may be obtained by contacting the Huntington District Security Management Office)

Contractor shall report any change(s) in personnel at least 5 working days prior to individual(s) needing access to the site. The Contractor shall provide the same information as listed above for any new employees.

Following submission of paperwork the Huntington District Security Management Office will conduct an initial criminal check based on the information provided. If there are no issues, SMO will provide approval via email to the Contractor and the Contracting Officer or their Designated Representative. If the SMO cannot give approval due to unfavorable report(s), it will notify the Contracting Officer and the Designated Representative; the KO will contact the Contractor. The Government will not provide a reason for disapproval; it will be up to the Contractor and or its employee to investigate the employee’s background information.

FOREIGN NATIONALS

The Contractor shall provide the package listed above, as well as additional materials noted below, for all non-U.S. citizens who have lived in the United States for at least three years. 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 accomplish. All non-U.S. citizens, including permanent residents, 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 Huntington District 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, and has authority to work and/or attend school in the U.S. 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. A cleared federal employee shall escort foreign nationals at all times unless otherwise approved in writing by the Huntington District Security Management Office.

In order to assure forms are properly completed, and to minimize time delays, 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.

No subcontractor shall submit forms directly to the Huntington District Security Management Office; these documents shall come through the Prime Contractor.

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

Sandra L. Hardwick, phone (304) 399-5612; email sandra.l.hardwick@usace.army.mil

Matthew D. Green, phone (304) 399-5294; email matthew.d.green@usace.army.mil

ATOPSEC

1. AT Level I Training. This provision/contract text is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, 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 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil/courses/atl1/launch.html; 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 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 (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) 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 installation or facility change, the Government may require changes in contractor security matters or processes.

3. 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.

4. 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.

5. 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.

6. 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.

ATTACHMENT 1

APPENDIX A

MINIMUM BASIC OUTLINE FOR ACCIDENT PREVENTION PLANS

An Accident Prevention Plan (APP) is a safety and health policy and program document. The following areas are typically addressed in an APP, but an APP shall be job-specific and shall also address any unusual or unique aspects of the project or activity for which it is written.

The APP shall interface with the employer’s overall safety and health program, and a copy shall be available on the work site. Any portions of the overall safety and health program that are referenced in the APP shall be included as appropriate. ANSI/ASSE A10.38 should be referenced for Programmatic Issues.

1. SIGNATURE SHEET. Title, signature, and phone number of the following:

a. Plan preparer (Qualified Person, Competent Person, such as corporate safety staff person, QC);

b. Plan must be approved, by company/corporate officers authorized to obligate the company;

c. Plan concurrence (e.g., Chief of Operations, Corporate Chief of Safety, Corporate Industrial Hygienist, project manager or superintendent, project safety professional, project QC). Provide concurrence of other applicable corporate and project personnel (Contractor).

2. BACKGROUND INFORMATION. List the following:

a. Contractor;

b. Contract number;

c. Project name;

d. Brief project description, description of work to be performed, and location;

phases of work anticipated (these will require an AHA).

3. STATEMENT OF SAFETY AND HEALTH POLICY. Provide a copy of current corporate/company Safety and Health Policy Statement, detailing commitment to providing a safe and healthful workplace for all employees. The Contractor’s written safety program goals, objectives, and accident experience goals for this contract should be provided.

4. RESPONSIBILITIES AND LINES OF AUTHORITIES. Provide the following:

a. A statement of the employer’s ultimate responsibility for the implementation of his SOH program;

b. Identification and accountability of personnel responsible for safety at both corporate and project level. Contracts specifically requiring safety or industrial hygiene personnel shall include a copy of their resumes. Qualifications shall include the OSHA 30-hour course or equivalent course areas as listed here:

(1) OSH Act/General Duty Clause;

(2) 29 CFR 1904, Recordkeeping;

(3) Subpart C: General Safety and Health Provisions, Competent Person;

(4) Subpart D: Occupational Health and Environmental Controls, Citations and Safety Programs;

(5) Subpart E: PPE, types and requirements for use;

(6) Subpart F: understanding fire protection in the workplace;

(7) Subpart K: Electrical;

(8 Subpart M: Fall Protection;

(9) Rigging, welding and cutting, scaffolding, excavations, concrete and masonry, demolition; health hazards in construction, materials handling, storage and disposal, hand and power tools, motor vehicles, mechanized equipment, marine operations, steel erection, stairways and ladders, confined spaces or any others that are applicable to the work being performed.

c. The names of Competent and/or Qualified Person(s) and proof of competency/qualification to meet specific OSHA Competent/Qualified Person(s) requirements must be attached. The District SOHO will review the qualifications for acceptance;

d. Requirements that no work shall be performed unless a designated competent person are present on the job site;

e. Requirements for pre-task safety and health analysis;

f. Lines of authority;

g. Policies and procedures regarding noncompliance with safety requirements (to include disciplinary actions for violation of safety requirements) should be identified;

h. Provide written company procedures for holding managers and supervisors accountable for safety.

5. SUBCONTRACTORS AND SUPPLIERS. If applicable, provide procedures for coordinating SOH activities with other employers on the job site:

a. Identification of subcontractors and suppliers (if known);

b. Safety responsibilities of subcontractors and suppliers.

6. TRAINING.

a. Requirements for new hire SOH orientation training at the time of initial hire of each new employee.

b. Requirements for mandatory training and certifications that are applicable to this project (e.g., explosive actuated tools, confined space entry, crane operator, diver, vehicle operator, HAZWOPER training and certification, PPE) and any requirements for periodic retraining/recertification.

c. Procedures for periodic safety and health training for supervisors and employees.

d. Requirements for emergency response training. > See paragraph 9.b. below for a list of requirements that may require emergency response training.

7. SAFETY AND HEALTH INSPECTIONS.

a. Specific assignment of responsibilities for a minimum daily job site safety and health inspection during periods of work activity: Who will conduct (e.g., SSHO, PM, safety professional, QC, supervisors, employees – depends on level of technical proficiency needed to perform said inspections), proof of inspector’s training/qualifications, when inspections will be conducted, procedures for documentation, deficiency tracking system, and follow-up procedures;

b. Any external inspections/certifications that may be required (e.g., USCG).

8. ACCIDENT REPORTING. The Contractor shall identify person(s) responsible to provide the following:

a. Exposure data (man-hours worked);

b. Accident investigations, reports, and logs: Report all accidents as soon as possible but not more than 24 hours afterwards to the Contracting Officer/Representative (CO/COR). The contractor shall thoroughly investigate the accident and submit the findings of the investigation along with appropriate corrective actions to the CO/COR in the prescribed format as soon as possible but no later than five (5) working days following the accident. Implement corrective actions as soon as reasonably possible;

c. The following require immediate accident notification:

(1) A fatal injury;

(2) A permanent total disability;

(3) A permanent partial disability;

(4) The hospitalization of three or more people resulting from a single occurrence;

(5) Property damage of $200,000 or more.

9. PLANS (PROGRAMS, PROCEDURES) REQUIRED BY THE SAFETY

MANUAL. Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans may include but not be limited to:

a. Layout plans (04.A.01);

b. Emergency response plans:

(1) Procedures and tests (01.E.01);

(2) Spill plans (01.E.01, 06.A.02);

(3) Firefighting plan (01.E.01, Section 19);

(4) Posting of emergency telephone numbers (01.E.05);

(5) Man overboard/abandon ship (Section19.A.04);

(6) Medical Support. Outline on-site medical support and off-site medical arrangements including rescue and medical duties for those employees who are to perform them, and the name(s) of on-site Contractor personnel trained in first aid and CPR. A minimum of two employees shall be certified in CPR and first-aid per shift/site (Section 03.A.02; 03.D);

c. Plan for prevention of alcohol and drug abuse (01.C.02);

D Site sanitation plan (Section 02);

E Access and haul road plan (4.B);

f. Respiratory protection plan (05.G);

g. Health hazard control program (06.A);

h. Hazard communication program (06.B.01);

i. Process Safety Management Plan (06.B.04);

j. Lead abatement plan (06.B.05 & specifications);

k. Asbestos abatement plan (06.B.05 & specifications);

l. Radiation Safety Program (06.E.03.a);

m. Abrasive blasting (06.H.01);

n. Heat/Cold Stress Monitoring Plan (06.I.02)

O. Crystalline Silica Monitoring Plan (Assessment) (06.M);

p. Night operations lighting plan (07.A.08);

q. Fire Prevention Plan (09.A);

R. Wild Land Fire Management Plan (09.K);

s. Hazardous energy control plan (12.A.01);

t. Critical lift Plan (16.H);

u. Contingency plan for severe weather (19.A.03);

v. Float Plan (19.F.04);

w. Site-Specific Fall Protection & Prevention Plan (21.C);

x. Demolition plan (to include engineering survey) (23.A.01);

y. Excavation/trenching plan (25.A.01);

z. Emergency rescue (tunneling) (26.A.);

AA. Underground construction fire prevention and protection plan (26.D.01);

Bb. Compressed air plan (26.I.01);

cc. Formwork and shoring erection and removal plans (27.C);

Dd. PreCast Concrete Plan (27.D);

Ee. Lift slab plans (27.E);

Ff. Steel erection plan (27.F.01);

Gg. Site Safety and Health Plan for HTRW work (28.B);

Hh. Blasting Safety Plan (29.A.01);

ii. Diving plan (30.A.13);

JJ. Confined space Program (34.A).

10. RISK MANAGEMENT PROCESSES. Detailed project-specific hazards and controls shall be provided by an Activity Hazard Analysis (0I.A.13) for each major phase/activity of work.

Section H - Special Contract Requirements

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