A.07.23_W9123718Q0023.pdf

MOHICANVILLE DAM

2297 COUNTY ROAD 175

LAKEVILLE OH 44638-9610

TEL: 419-368-4712 FAX: 419-368-8144

W81F8E81946813

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W9123718Q0023 22-Aug-2018 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

502 EIGHTH STREET

HUNTINGTON WV 25701-2070

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

07-Sep-2018(Date)

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

304-399-6936PATRINA G SINGLETON

(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

W9123718Q0023

Section B - Supplies or Services and Prices

SPECIAL CONTRACT REQUIREMENTS

*Please direct ALL QUESTIONS to Patrina Singleton at (304)399-6936 or patrina.g.singleton@usace.army.mil .

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

52.236-27 FOR ADDITIONAL INFORMATION. Any information received at a Site Visit which conflicts with this solicitation should be brought to the immediate attention of Mrs. Singleton. The solicitation, and resulting contract, shall be the governing document in all cases.

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.

This procurement is 100% Small Business Set Aside.

QUOTATION INSTRUCTIONS: Quotes are to be e-mailed to Patrina Singleton at patrina.g.singleton@usace.army.mil . Mailed and faxed quotes will also be accepted, but the preference is electronic submissions via email:

US Army Corps of Engineers Contracting Division 502 8th Street Huntington, WV 25701 ATTN: Patrina Singleton

FAX: 304-399-5281

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

The following will need to be provided with your quote:

Company Name and Address Phone and Fax Numbers Email address Business Size (Large/small/HUBZone/8A/Women Owned/Service-Disabled Veteran Owned) Name and credentials of any subcontractors to be used

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.

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: _________________________________

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.

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.

CONTRACTOR SUBMITALS: The successful offeror shall provide as a minimum the following documentation:

a. Full Accident Prevention Plan

b. Activity Hazard Analysis

c. Invoice as stated on the contract award

d. Man-hour report to project office at completion of work

PRICE BREAKOUT SCHEDULE

ITEM DESCRIPTION QTY UNIT TOTAL

0001 Reimbursement of actual cost of payment protection for quote in excess of $35,000.00 for the Base Work (see FAR 52.228-13)

1 JOB $

0002 Labor for the construction of a garage/shop building in accordance with the attached Statement of Work at Mohicanville Dam, Lakeville, OH.

1 JOB $

0003 Material and supplies for the construction of a garage/shop building in accordance with the attached Statement of Work at Mohicanville Dam, Lakeville, OH.

1 JOB $

TOTAL WORK $

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Garage/Shop Building

FFP

Contractor shall provide all labor, supplies, materials, and equipment necessary to construct a garage/shop building at Mohicanville Dam, Lakeville, OH in accordance with the attached Statement of Work.

FOB: Destination

MILSTRIP: W81F8E80889671

PURCHASE REQUEST NUMBER: W81F8E81946813

NET AMT

Section C - Descriptions and Specifications

DAVIS-BACON WAGE DETERMINATION

General Decision Number: OH180088 07/20/2018 OH88

Superseded General Decision Number: OH20170088

State: Ohio

Construction Type: Building

Counties: Holmes and Marion Counties in Ohio.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts,including those set forth at 29 CFR 5.1(a)(2)- (60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 01/26/2018 3 02/02/2018 4 02/09/2018 5 02/16/2018 6 05/25/2018 7 06/01/2018 8 06/15/2018 9 07/06/2018 10 07/20/2018

BROH0040-001 06/01/2017

Rates Fringes

BRICK POINTER/CAULKER/CLEANER....$ 29.86 19.30

TILE FINISHER....................$ 26.61 19.30

TILE SETTER......................$ 29.86 19.30

CARP0373-001 05/01/2017

Rates Fringes

SOFT FLOOR LAYER.................$ 26.58 17.73

ELEC0038-004 04/30/2018

Rates Fringes

ELECTRICIAN (HVAC/Temperature Controls Installation Only)......$ 38.13 20.66+a+b

FOOTNOTES;

a. 6 Paid Holidays: New Year's Day; Memorial Day; July 4th; Labor Day;

Thanksgiving Day; & Christmas Day

b. 1 week's paid vacation for 1 year's service; 2 weeks' paid vacation for 2 or more years' service

ELEV0037-003 01/01/2018

Rates Fringes

ELEVATOR MECHANIC................$ 44.25 32.645+a+b

PAID HOLIDAYS:

a. New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving, and Christmas Day.

b. Employer contributes 8% of regular hourly rate to vacation pay credit for employee who has worked in business more than 5 years; 6% for less than 5 years' service.

ENGI0018-023 05/01/2018

Rates Fringes

POWER EQUIPMENT OPERATOR

Crane.......................$ 36.14 14.81 Forklift....................$ 34.98 14.81

IRON0550-011 05/01/2017

Rates Fringes

IRONWORKER (Ornamental and Structural)......................$ 27.20 19.13

* LABO0500-004 07/01/2018

Rates Fringes

LABORER

Mason Tender - Cement/Concrete.............$ 26.38 13.75

PAIN0603-005 06/01/2012

PAINTER (Drywall Finishing/Taping Only) Drywall Taper...............$ 20.10 11.00

PLAS0132-014 06/01/2018

Rates Fringes

PLASTERER........................$ 25.93 14.90

PLUM0050-009 07/02/2018

Rates Fringes

PIPEFITTER (Excludes HVAC Pipe Installation)...............$ 41.41 25.82

ROOF0044-003 04/29/2018

Rates Fringes

ROOFER...........................$ 32.80 18.73

SHEE0033-042 07/01/2017

Rates Fringes

SHEET METAL WORKER (Excluding HVAC Duct and Unit Installation)....................$ 30.24 24.04

* UAVG-OH-0003 01/01/2018

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 31.16 23.32

* UAVG-OH-0004 01/01/2018

Rates Fringes

BRICKLAYER.......................$ 30.78 17.72

* UAVG-OH-0005 01/01/2018

Rates Fringes

CARPENTER (Drywall Hanging and Metal Stud Installation Only)............................$ 25.49 15.67

CARPENTER: PILEDRIVERMAN.........$ 30.06 17.61

* UAVG-OH-0006 01/01/2018

CEMENT MASON/CONCRETE FINISHER...$ 29.04 18.31

* UAVG-OH-0007 01/01/2018

Rates Fringes

IRONWORKER, REINFORCING..........$ 28.03 20.58

* UAVG-OH-0008 01/01/2018

Rates Fringes

LABORER: Mason Tender - Brick...$ 27.38 11.10

* UAVG-OH-0009 01/01/2018

Rates Fringes

PIPEFITTER (HVAC Pipe Installation Only)...............$ 38.71 24.47

* UAVG-OH-0010 01/01/2018

Rates Fringes

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 31.53 26.35

* UAVG-OH-0011 01/01/2018

Rates Fringes

SHEET METAL WORKER (HVAC Unit Installation Only)...............$ 30.03 25.53

SUOH2012-069 08/29/2014

Rates Fringes

CARPENTER (Excluding Drywall Hanging and Metal Stud Installation, and Soft Floor Laying)..........................$ 23.19 10.50

ELECTRICIAN (Low Voltage Wiring Only).....................$ 20.91 8.20

ELECTRICIAN, Excludes Low Voltage Wiring and Installation of HVAC/Temperature Controls........$ 29.72 15.79

LABORER: Common or General......$ 21.76 8.29

LABORER: Pipelayer..............$ 18.37 4.79

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 30.20 12.96

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 20.56 7.13

OPERATOR: Bulldozer.............$ 24.19 8.24

OPERATOR: Loader................$ 19.87 5.91

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 25.85 10.42

OPERATOR: Roller................$ 22.16 8.07

PAINTER (Brush and Roller).......$ 20.91 10.49

PLUMBER..........................$ 32.69 18.70

SPRINKLER FITTER (Fire Sprinklers)......................$ 28.89 10.53

TRUCK DRIVER: Dump (All Types)...$ 18.88 4.14

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

STATEMENT OF WORK

STATEMENT FO WORK

Garage/Shop Building Construction

Mohicanville Dam, Lakeville, OH

1. General: These specifications cover the excavating of work site, construction of a 36'x 52' garage/shop with concrete foundation, 2’ roof overhang on all 4 sides, smooth finished concrete pad with 14’ height to ceiling, with finish grading around new structure upon completion, and seeding/ straw of all disturbed areas. (EXHIBIT 1)

2. Statement of Work: The contractor shall furnish all personnel, equipment, supplies, permits, and materials necessary. Prices should include equipment mobilization & de-mobilization, fuel, labor, site prep, all materials and equipment to complete job. All materials removed from the government property shall be disposed of in accordance with Federal, State, and local laws.

A Garage/ Shop shall be constructed with footers and block foundation wall, 2” x 6” stud walls 16 inch on center covered with 7/16 OSB and R19 fiberglass insulation is filling the cavity; interior ceiling, walls covered with steel siding; trim with a r49 value or greater above the steel ceiling; 4/12 pitch wood truss on 24” center; minimum of 30lbs felt and ice guard; 40 year minimum Black steel ribbed roofing with white steel siding and trimmed to match roof; install (3) three 12’x 12’ insulated garage doors and (1) commercial 36” x 80” steel door with steel frame; all openings shall be trimmed to minimum industry standards with an inside ceiling height of 14’. This shall involve leveling of site for the building foot print. Excavation and compaction of required materials shall be completed by the contractor.

a. Site Prep: The contractor shall cut and remove any needed pavement in area for building excavation.

All removed concrete/pavement shall be disposed of offsite. The site shall be leveled and compacted. The excess excavated dirt shall be removed to an onsite area designated by the government representative.

b. Footer: Shall be a minimum 16” wide x 10” deep of concrete construction. The top of the footer shall be level, and the bottom of footer may have no more than a 10% slope grade. The top of footer shall be a minimum 36” below grade on undisturbed soil and consist of a minimum of 2 runs of 5/8” rebar lapped 25” and cold bent at corners equally spaced and held at mid height of the footer. Rebar connections to stem wall shall be made with #5 rebar J-end bent into the footer 10” and shall be at corners and be on 4’. centers. (REBAR SHALL ONLY BE

COLD BENT)

c. Stem Wall: Stem wall shall be constructed with standard block below grade (no more than 6” of standard block may be above grade) and Brown split faced block shall be above grade with matching color mortars (EXHIBIT 2). Stem wall shall be of concrete construction and laterally supported with #4 rebar at the top, middle and bottom. All concrete block cells shall be filled with concrete. Vertical rebar cells shall have a minimum of 25” lap with a cold bent standard J-hook of 10” at the top and bottom (inserted in footer) with a spacing of 4’ on center.

Vertical rebar is required at all corners and each side of an opening greater than 32”. One horizontal rebar is required mid-wall and shall have one (1) run of #4 rebar with splices lapped 25” and bent at corners. One horizontal rebar shall be required within the top and bottom 6” with splices lapped 25” and bent at corners. Minimum 5/8” J-bolt for sill plate anchors with nuts and 3” washer shall be embedded a minimum 7” and shall be no more than 24” on center and start no more than 24” from the corners.

d. Concrete Floor: Concrete Floor shall have a base pad of a minimum 3” clean/compacted dense graded limestone gravel placed, leveled, and covered with a minimum 15 mil vapor barrier. The concrete pad shall be a minimum thickness of 4” and shall contain 6” x 6” 10ga welded concrete reinforcing wire that meets ASTM A 1064 standard specification for steel welded wire reinforcement. The wire shall be overlapped, tied, and supported at max 3’ increments. During the pour the wire shall be pulled up approximately 2" into the concrete. Following construction standards multiple cut joints shall be made proportionally in both longitudinal and transverse directions to a minimum depth of ¼ slab thickness.

e. Exterior Load bearing Walls: Walls shall be constructed with 2” x 6” yellow pine and placed 16” on center. There shall be a double top plate, a double bottom plate to provide overlapping at corners, and a pressure treated (for ground contact) bottom plate with a termite barrier sill gasket in contact with the stem wall. Maximum wall height shall be 12’. Anchorage to stem wall shall be with J - 5/8” anchor bolt embedded a minimum 7” in filled concrete wall cells. Maximum Spacing for anchoring bolts shall be 24” inches on center starting a maximum of 2’ from the corners with a minimum 2 anchors per wall. All lumber grades shall be a minimum grade No. 2 or better.

Built up headers shall be constructed and designed for openings with a ½” spacer. Walls shall be supported and braced to standard construction methods.

f. Exterior Wall Cover Exterior: The Contractor shall install 7/16” OSB sheeting on outside exterior walls. The contractor shall install a Tyvek or equivalent wrap to the exterior and install vertical white steel siding completely trimmed and flashed around windows doors soffit and stem wall. Siding shall be properly trimmed using construction standard so water may run off easily with drip edge. A rat guard at wall base shall be included with J- Channel around doors and roof eaves. Exterior corners shall be finished with corner trim.

g. Roof Construction: The Roof shall be an A-framed style with a 4/12 pitch and 2’. overhang on four sides. The contractor shall install trusses sized for the average snow load of the area and be placed on 24” centers.

Building roof shall be sheeted with 5/8” OSB, with a minimum 2 layers of 15lb felt and with the first minimum 36” row ice and water guard used on the roof edge, and 40 year steel ribbed roofing of Black. The roof shall be anchored with hurricane ties for positive connection between the truss and wall of the structure on each truss. The roof shall have a metal ridge vent and sized for proper ventilation. Building shall be trimmed to include eave trim, fascia, vinyl soffit, vented soffits, with five inch minimum guttering with hidden hangers and completed with down spouts to the ground.

h. Wall insulation: The contractor shall install wall insulation of an R-value of minimum of R-19. The Ceiling shall have a Minimum R-49 Value and shall fill the 24” Cavity.

i. Wall Cover Interior: The Contractor shall install white steel ribbed metal for the interior wall and all sheeting will end in a channel type trim at the ceiling and a rat guard at the base. Corners shall be installed with a channel type trim.

j. Interior Roof Cover Interior: The Contractor shall install white steel ribbed metal siding on the ceiling of the building and trimming at corners and wall.

k. Garage Doors: The Contractor shall install 3 commercial lockable insulated 12’ high X 12’ wide overhead doors on the side of the building equally spaced. All openings shall be trimmed and flashed. See Exhibit 3 for location of door openings.

l. Man Door: The contractor shall install one 36” insulated steel commercial man door and hardware with deadbolt and steel frame located on the 5’ area left of the first door. Door shall be a minimum of 1 ¾” thick. The door shall be left hand opening into the building with the hinge pins on the inside of the building. Door hinge screws shall not be exposed to the exterior of facility. Door skin shall be a minimum of 20 gauge plate thickness and will be internally reinforced with continuously spaced stiffeners. The door frame shall be a minimum of 18 gauge steel and a welded frame. All openings shall be trimmed and flashed. (EXHIBIT 3)

m. Landscape and Finish: All disturbed areas shall be returned to original contour and conditions by back filling and seeding. Areas adjacent to the new building shall be level with ground level. All access areas and roadways shall be to original condition prior to completion of work including seeding. All excess building materials shall be removed from site and disposed of by local, state and federal laws.

n. Additional Requirements:

-All rebar lap gaps shall not exceed 1”, bars are permitted to be in contact with each other.

-All concrete shall be fiber reinforced and must be 3000 PSI minimum and meet ASTM C 150 specifications

- Steel roofing, siding, and trim minimum thickness shall be 29 gauge and shall be installed with screw fasteners to manufacturer’s specs as to not void any warranties.

-All Lumber grades shall be a Minimum grade No. 2 or better.

3. Delivery Information: Work to begin within 14 calendar days of Notice to Proceed at ADDRESS:

Mohicanville Dam 2297 County Road 175 Lakeville, Ohio 44638

4. Site Visit: A site visit is highly encouraged and should be scheduled prior to making a quote. Prospective offerors may contact:

US Army Corp of Engineers Mohicanville Dam 2297 County Rd 175 Lakeville, Ohio 44638-9610 POC: Larry Moore, 419-368-4712

5. Hours of Operation: Normal working hours are Monday-Friday, 0730-1530 eastern. Work inside Government buildings or other secured areas shall be performed during the above referenced work hours. Work may continue outside these times only with the permission of the onsite government representative, but must be during daytime hours. Ten Federal Holidays observed are as follows:

New Years Day (January 1st) Martin Luther King Day (3rd Monday in January) President’s Day (3rd 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)

Veterans 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 the legal holiday. When a designated holiday falls on a Saturday, the preceding Friday is observed as the legal holiday.

6. Contractor Accident Prevention Plan (APP):

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. 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 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) 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.

(3) 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.

(4) 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.

(5) 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).

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

7. Damage Reports: All instances where Government materials supplies, property, and/or equipment are damaged shall be reported immediately to the Resource Manager.

8. Minimum Personal Protective Equipment: Long pants, safety toe shoes/boots, and shirts with minimum 4 inch sleeves, hard hat, hearing protection as needed, and safety eyewear. Additional Personal Protective Equipment may be needed and should be determined using the Activity Hazard Analysis.

9. 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 (Special Contract Requirements) must be approved prior to this meeting.

10. Contractor Invoice: Contractor shall submit their invoice to:

Walhonding Area Office ATTN: Monica Iacobucci, Lake Project Assistant 36007 State Route 715 Warsaw, Ohio 43812 Phone: 740-824-4343

11. 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 in order 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 provided by the Huntington District Security Management Office of the background investigation. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Huntington District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

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

(4) Task Order Number when applicable.

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

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 accomplish. 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, Contractor is encouraged to work closely with the Security Management Office. All Foreign National Visit Requests MUST be submitted to the Security Management Office 30 calendar days in advance of the visit per Army Regulation 380-10, Foreign Disclosure and Contacts with Foreign Representatives. 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 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 prior to the issuance of the Notice to Proceed:

(1) 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.

(2) 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.

(3) 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.

12. Wage Rates: Davis-Bacon wage rates are applicable to this procurement and are attached to this solicitation in accordance with contract clause FAR 52.222-6.

13. Deficiencies: If the contractor fails to perform, or if performance in any area is judged unsatisfactory, the Government will take corrective action. See FAR Clause 52.246-12.

ADDITIONAL INFORMATION:

5152.231-9000

UAI 5152.231-9000 Equipment Ownership and Operating Expense Schedule.

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 acquisition threshold (SAT), the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

(End of clause)

5152.236-9009

UAI 5152.236-9009 Partnering As prescribed in 5136.570-100(j), insert the following clause:

PARTNERING (FEB 2000)

In order to most effectively accomplish this contract, the Government proposes to form a partnership with the Contractor to develop a cohesive building team. It is anticipated that this partnership would involve the Contractor, primary subcontractors and designers, and the US Army Corps of Engineer. This partnership would strive to develop a cooperative management team drawing on the strengths of each team member in an effort to achieve a quality project within budget and on schedule. This partnership would be bilateral in membership and participation will be completely voluntary. Any cost associated with effectuating this partnership, excluding travel and lodging cost of Government personnel, will be borne by each party. The partnering meetings, in needed, shall be held informally during the period of performance at Mohicanville Dam, Lakeville, OH; at the request of either the Contractor or the Government.

Attendance via phone conference/web meeting would be allowed for those personnel not already working onsite.

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…