B.08.03 W912DQ21Q1031 Amendment 0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this Amendmen is to: 1) update Box 11 of the SF 1442, 2) update CLIN 0001, 3) update the w age rates, 4) update the Scope of Work in its entirity, and 5) add Specs and Draw ings, and 5) update the w age rates. See the Continuation Page for more detail. All other terms and conditions remain unchanged.

Proposals are due no later than August 23, 2021 by 10:00 AM (Kansas City time).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 50

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 03-Aug-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DQ21Q1031

X 9B. DATED (SEE ITEM 11)

23-Jul-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Aug-2021

CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C +

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ21Q1031

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

CONTINUATION PAGE

NOTE: Deleted text is shown with strikethrough. Added text is shown with GREEN TEXT.

1. The purpose of this Amendment is to:

Update Box 11 from 120 days to 180 Days on the Standard Form 1442 Update CLIN 0001 under Section 00 10 00 Update the Wage rates under Section 00 73 00 (See Attachment 1) Update the Scope of Work in its entirety under Section 01 00 00 (See Attachment 2) Add Specs and Drawings

Standard Form 1442 Box 11:

The Contractor shall begin performance within 10 calendar days and complete within 120 180 calendar days after receiving notice to proceed. This period of performance is mandatory (See 52.211-10).

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Construction of Maintenance Building

FFP

This work shall consist of construction of 60' x 40' pole barn, with a single 36" entry door and 4 - 12 foot overhead doors and concrete placement. All work shall conform with the project specifications as approved by USACE. The contractor shall supply all labor and materials required for project completion. The period of performance (POP) for the work to be performed is 120 180 days from Notice to Proceed (NTP).

FOB: Destination

PSC CD: Y1EB

NET AMT

2. The proposal due date and acknowledgement of this amendment is due no later than August 23, 2021 by 10:00 AM

(Kansas City time).

3. Offeror is required to acknowledge receipt of this amendment. Failure to acknowledge this amendment may cause rejections of the proposal.

4. All other terms and conditions remain unchanged and in full force.

ATTACHMENT 1

General Decision Number: MO20210039 07/30/2021

Superseded General Decision Number: MO20200039

State: Missouri

Construction Type: Building

County: Clay County in Missouri.

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 $10.95 for calendar year 2021 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 $10.95 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 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). 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 01/01/2021 1 01/22/2021 2 02/05/2021 3 04/09/2021 4 04/23/2021 5 05/21/2021 6 06/25/2021 7 07/09/2021 8 07/30/2021

ASBE0027-004 10/01/2020

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 37.55 27.82

BOIL0083-005 01/01/2017

Rates Fringes

BOILERMAKER......................$ 36.56 28.11

BRMO0003-003 06/01/2020

Rates Fringes

TILE FINISHER....................$ 25.75 10.13

TILE SETTER......................$ 36.79 15.78

BRMO0015-006 04/01/2020

Rates Fringes

BRICKLAYER.......................$ 36.83 19.87

* CARP0005-016 05/01/2021

Rates Fringes

CARPENTER (Including Acoustical Ceiling Installation, Drywall Hanging, Form Work, Metal Stud Installation, Scaffold Building & Batt Insulation)......$ 41.37 18.90

ELEC0124-002 09/28/2020

Rates Fringes

ELECTRICIAN......................$ 41.79 23.67

ENGI0101-018 04/01/2020

Rates Fringes

OPERATOR: Crane Boom 150 Feet & Over........$ 41.09 20.10 Boom 225 Feet & Over........$ 42.34 20.10 Boom 300 Feet & Over........$ 43.34 20.10 Boom 350 Feet & Over........$ 44.34 20.10 Boom Less Than 150 Feet.....$ 39.74 20.10

POWER EQUIPMENT OPERATOR:

Backhoe/Excavator...........$ 38.93 20.10

Bobcat/Skid Loader..........$ 38.93 20.10 Forklift....................$ 37.59 20.10 Grader/Blade................$ 38.93 20.10 Loader......................$ 38.93 20.10 Paver.......................$ 38.93 20.10 Roller......................$ 38.93 20.10

IRON0010-017 04/01/2021

Rates Fringes

IRONWORKER, ORNAMENTAL,

REINFORCING AND STRUCTURAL.......$ 34.50 31.99

LABO0264-001 04/01/2021

Rates Fringes

LABORER

Brick & Cement/Concrete Mason Tender................$ 30.55 17.50 Common or General; Asphalt Shoveler; Pipelayer.........$ 30.15 17.50

PAIN0003-019 04/01/2019

Rates Fringes

PAINTER

Drywall Finishing/Taping....$ 31.74 17.76 Roller......................$ 30.54 17.76

PAIN0558-008 04/01/2020

Rates Fringes

GLAZIER..........................$ 35.70 13.30

PLAS0518-021 04/01/2019

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 32.00 20.13

PLUM0008-001 06/01/2021

Rates Fringes

PLUMBER, Excludes HVAC Pipe Installation.....................$ 49.43 23.29

PLUM0533-005 06/01/2021

PIPEFITTER, Includes HVAC Pipe Installation................$ 49.98 22.95

ROOF0020-001 06/01/2020

Rates Fringes

ROOFER...........................$ 35.10 19.84

SFMO0314-004 01/01/2017

PORTION OF COUNTY WITHIN A 30 MILE RADIUS OF THE INTERSECTION

OF PERSHING & BROADWAY IN KANSAS CITY, MO

SPRINKLER FITTER (Fire Sprinklers)......................$ 36.74 19.92

SFMO0669-005 04/01/2021

REMAINDER OF COUNTY

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 39.22 23.40

SHEE0002-005 07/01/2012

Rates Fringes

SHEET METAL WORKER, Includes HVAC Duct and Unit Installation.....................$ 38.39 17.70

TEAM0541-007 04/01/2021

Rates Fringes

TRUCK DRIVER, Includes Dump Truck............................$ 34.99 15.75

SUMO2010-038 06/14/2010

Rates Fringes

OPERATOR: Hoist.................$ 26.02 13.01

PAINTER: Spray..................$ 17.78 0.00

XPAINTER: Brush Only............$ 20.47 0.00

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

ATTACHMENT 2

Maintenance Building - Smithville Lake

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

1. GENERAL:

1.1 Existing: The Smithville Lake Project Office is looking to build a new pole barn structure within the confines of its existing maintenance facilities footprint. Existing footprint includes a chain link fence and asphalt parking lot.

1.2 Project Description and Location

1.2.1 Description of work: This work will include installation of a single 40’ x 60’ wooden pole barn, with the installation of concrete, electrical utilities, and entry doors. The Contractor shall provide all equipment, labor, supervision, and material necessary to complete the project.

1.2.2 Project Location: The work is located at the United States Army Corps of Engineers (USACE) maintenance facility at Smithville Lake. The maintenance facility is located ¼ of a mile south of the Litton Center on Mt. Olivet Rd.

1.3 Location: Smithville Lake

U.S. Army Corps of Engineers 16311 County Road DD, Smithville, MO 64089

1.4 Points of Contact: Todd Antal

Todd.Antal@usace.army.mil 816-389-2181

Derek Dorsey Derek.R.Dorsey@usace.army.mil 816-389-3947

1.5 Work Hours

The standard workday is 8:00 am to 4:00pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of COR Representative (COR) or Operations Project Manager.

1.6 Plans and Documentation

1.6.1 Contractor Daily Written and Photographic Documentation

Contractor shall submit daily logs of work conducted to the COR. Contractor may use own form for documentation or forms can be provided at the contractor’s request. Photos of all phases of the project are required and shall be submitted to COR in jpeg formatting upon job completion. Each photo shall have a time date stamp. It is recommended that daily logs are submitted daily.

The following information must be included:

Date Equipment Used Total hours worked that day Contractor Name Precipitation Controversial Matters Weather description Methods Used Miscellaneous Remarks Air temperature Work completed that day

Size of crew Problems encountered

1.6.2 Insurance Requirements

The Contractor shall maintain the required insurance coverage throughout the duration of project.

1.6.3 Payment and Invoices:

Shall be submitted upon completion of the work. Each line item on an invoice shall give a description including the Contract Line Item Number (CLIN). Upon receipt, the COR will certify that the requested amounts are appropriate before payment will be made. Invoices shall include all necessary information, including any necessary supporting documentation required as part of this Scope of Work. All invoices shall reflect the contract number, (Block 2 of the

SF-1442).

1.6.4 Contractor Exposure Hours:

The Contractor shall track the number of man hours to perform the contract requirements. The total number of man hours per day shall be submitted to the Government with the invoice.

1.6.5 Red Lined As-Built Drawings

1.6.5.1 Shall include the identification of the work completed by the Contractor and shall be on one set of Contract Drawings provided to the Contractor at the onset of the project.

1.6.5.2 Drawings shall be kept on the project site, include all necessary information as outlined in the Scope of Work, be updated as the work is progresses and shall be clearly legible. All markings shall be either red or green.

Red lines shall denote deletions and green lines shall denote additions.

1.7 Site Visit/Project Photos

Interested parties are strongly encouraged to visit the site prior to preparing and submitting their bid. Contractors are encouraged to attend the scheduled site visit on the solicitation prior to submitting a bid on this contract.

1.8 Occupancy of Premise

Before work is started, it is the contractor’s responsibility to arrange with COR a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors and/or stairways.

1.9 Submittal Definitions

The Contractor is responsible for the requirements of this contract and is encouraged to review the document in detail and to provide inquiries to the Government as necessary prior to preparing a proposal.

1.9.1 Construction Process Plan

Construction Plan shall include all the following:

1.9.1.1 A plan which clearly indicates the areas of work and description of the work to be completed. This shall be completed in a work breakdown structure format. Examples might include processes for demolition, excavation, backfill, building erection and concrete placement.

1.9.1.2 The construction process plan shall be submitted and approval prior to work being started.

1.9.2 Quality Control Plan (QCP)

The Contractor shall develop and maintain an effective quality control plan to ensure services are performed in accordance with this SOW. Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The Contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract. The QCP shall be submitted within 30 days after the contract has been awarded. After acceptance of the quality control plan the Contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his QC system.

Submit a detailed Contractor Quality Control (CQC) Plan that fully represents and conforms to the requirements of these specifications. At a minimum the CQC is to include the following:

1.9.2.1 Defined responsibilities of personnel that ensure the quality requirements for this contract are met. All responsibilities such as Superintendent, Site Safety and Health Officer (SSHO), and Quality Control Manager (QCM) shall be assigned to specific personnel and an alternate if the primary is not on-site. Individual(s) who will be onsite during construction operations and who will have the authority to act for the Contractor to include the authority to stop work which is not in compliance with the contract.

1.9.2.2 Role definitions

It is the decision of the Contractor on whether the following roles are the duties of a single individual or are assigned to multiple individuals. The Superintendent/ QCM/ SSHO shall meet the minimum requirements as stated in the EM385- 1-1. Duties shall include, but are not limited to, maintaining project status and communication with Government personnel, weekly progress reports including a weekly look ahead report. Coordination with the COR is critical for outages and equipment delivery. All personnel on site are required to have a photo ID on persons. The Government reserves the right to remove or reject personnel who do not meet qualifications or security requirements.

a. Superintendent is to direct the day-to-day operations on the construction site and control the short-term schedule as well as subcontractor coordination responsibilities.

b. Site Safety and Health Officer (SSHO) oversees inspecting site conditions to determine if hazards are present and has the authority to establish procedures and policies to overcome those hazardous situations.

c. Quality Control Manager (QCM) is responsible for managing and performing the daily QC responsibilities of the project to ensure the project is constructed in accordance with the established minimum standards. If minimal standards are not being met the QCM has the authority to implement changes to achieve those standards.

1.9.2.3 Submit a clearly defined proposed procedures for quality control, product sampling and testing as part of the plan.

1.9.2.4 Proposed methods for product performance controls, including method and frequency of product sampling and testing both in raw material form and cured product form. All costs associated with the testing laboratory work for quality assurance and quality control, as well as rework required to meet project requirements, shall be paid for by the contractor. No separate payment will be made for this work. It will be considered incidental to the work in which the material is utilized.

1.9.2.5 A scheduled performance and product test result review with the COR at a regularly scheduled progress meeting.

1.9.2.6 Inspection Forms and guidelines for quality control inspections in accordance with the standards specified in this Contract and submitted with the QCP.

1.9.2.7 Outline specific repair or replacement procedures for potential defects that occur within the installed system, following repair or replacement procedures that are compatible with the system being used. Submit Repair or Replacement Procedures must adhere to the product manufacturer's written specifications for repair or replacement.

1.9.2.8 Key personnel phone numbers including e-mails and all other staff shall be included within the QCP.

1.9.3 Contractor Experience and Qualifications:

A statement letter of the Contractor’s experience on company letterhead.

The lead personnel including the project manager, and the foreman shall each have a minimum of three (3) years of experience with pole frame and concrete construction proposed for this contract and must have demonstrated competency and experience to perform the scope of work contained in this contract. The name and experience of each lead individual performing work on this contract shall be submitted with the Contractor Qualifications.

1.9.4 Project Schedule

Prior to any work being completed the Contractor shall submit a project schedule for approval. The project schedule shall contain a chronological order of activities that progresses to project completion. Each activity shall have a duration with a proposed start and end date as well as a cost associated with each activity.

1.9.5 Installer Warranty

At a minimum provide warranty for a period of not less than one year that the finished products, are free from defects in installation workmanship, to include the concrete slab installation, flashing and accessories, attachments, and any sheet metal installation integral to a complete watertight roof system assembly.

1.9.6 Accident Prevention Plan

Contractor shall prepare a site-specific Accident Prevention Plan (APP). Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written.

1.9.7 Activity Hazard Analysis

An Activity Hazard Analysis must be provided prior to breaking ground. The Activity Hazard Analysis must address all foreseeable safety concerns including and not limited too; electrical safety, safety zone protection, fall protection, fire safety, personal protective equipment, signage/protective fencing and hazardous material handling.

1.10 Submittals

The Contractor shall provide to the Government the submittals identified within this contract as they are necessary to ensure performance compliance. Once submittals are received the government has 10 working days for review and acceptance. All submittals except for post construction are required prior to construction commencing.

The Government will respond to the Contractor’s submittals with email, fax, or postal mail per the Contractor’s requested preference to the Government. The Government’s approval of submittals shall not be construed as a complete check of the contract requirements. Government approval will be an indication of a satisfactory submittal of the general method of compliance with the requirements of the contract. Government approval will not relieve the Contractor of the responsibility for contract compliance.

Government disapproved submittals shall be resubmitted by the Contractor addressing corrections and contract compliance. At the discretion of the Government, the Contractor may be directed by the Government to proceed with work in advance the submittals; however, the Contractor shall practice due diligence and continuity with the submittal process. One copy of each submittal shall be provided as follows:

1.10.1 Preconstruction Submittals

1.10.1.1 Construction Process Plan

1.10.1.2 Material, Delivery, Storage and Placement Plan

1.10.1.3 Disposal of Demolition Materials Plan

1.10.1.4 Quality Control Plan

1.10.1.5 Daily Log Format

1.10.1.6 Project Schedule

1.10.1.7 Activity Hazard Analysis

1.10.1.8 Accident Prevention Plan

1.10.1.9 Equipment

1.10.1.10 Insurance

1.10.1.11 Site Security during Construction

1.10.2 Shop Drawings

1.10.2.1 Detail Drawings – Post Frame Structure with entry doors

1.10.2.2 Detail Drawings – Concrete

1.10.2.3 Detail Drawings – Electrical System Distribution

1.10.2.4 Erection Plan

1.10.3 Material Submittals

1.10.3.1 Bedding Gradation (concrete)

1.10.3.2 Framing Lumber (concrete)

1.10.3.3 Cement Mix Design

1.10.3.4 Concrete Curing Agent

1.10.3.5 Concrete Joint Plan

1.10.3.6 Reinforcing Bars

1.10.3.7 Expansion Joint

1.10.3.8 Repair Paint

1.10.3.9 Sheet Metal Specifications

1.10.3.10 Sheet Metal Recycled Content

1.10.3.11 Sheet metal Colors

1.10.3.12 Fastener Specifications

1.10.3.13 Flashing, Accessories, and Caulking

1.10.3.14 Framing Lumber (pole barn)

1.10.3.15 Door Specifications (overhead)

1.10.3.16 Conductors

1.10.3.17 Outlets and Switches

1.10.4 Certificates

1.10.4.1 Contractor’s Qualifications

1.10.4.2 Superintendent’s Qualification

1.10.4.3 Sheet Metal Manufacture’s Qualification

1.10.4.4 Manufacturer’s Installation Manual

1.10.5 Design Data

1.10.5.1 Manufacturer’s Descriptive and Technical Literature

1.10.5.2 Manufacturer’s Building Design Engineered Analysis

1.10.6 Samples

1.10.6.1 4’ x 4’ samples of concrete finish for other than broom finish.

1.10.7 Closeout Submittals

1.10.7.1 Daily Reports

1.10.7.2 Contractor Exposure Hours

1.10.7.3 Photographic Documentation

1.10.7.4 Red Lined As-Built Drawings

1.10.7.5 Warranty Information

1.10.8 All submittals (one copy of each) shall be sent electronically or hard copy to the following:

Primary Contact: Alternate Contact:

U.S. Army Corps of Engineers U.S. Army Corps of Engineers Smithville Lake Project Smithville Lake Project Attn: Todd Antal Attn: Derek Dorsey 16311 County Road DD, 16311 County Road DD, Smithville, MO 64089 Smithville, MO 64089 Fax: (816) 532-4986 Fax: (816) 532-4986 Email: Todd.Atal@usace.army.mil mailto:Email: Derek.R.Dorsey@usace.army.mil

1.11 Measurements and Quantities

The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions, fittings, and the proper installation of all materials and equipment specified.

1.12 Permits

The Contractor shall be responsible for obtaining any required permit.

1.12.1 Hot Work Permit

The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract.

1.13 Safety Requirements

1.13.1 Protection from Hazards

During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety hazards caused by the construction operations.

1.13.2 Traffic Control

Work is located within a public use area and the contractor should take precautions to limit the general public from entering the proximity of the construction location. Contractor shall provide all temporary signs, markers, and personnel as necessary to maintain safety in the worksite. All signs shall conform to the latest edition of the Manual of Uniform Control Devices (MUTCD).

1.13.3 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL,

EM 385-1-1 (2014)

EM 385-1-1 and its changes are available at http://www.hq.usace.army.mil (at the HQ homepage, select Safety and Occupational Health). Select the appropriate manual. The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

2014 Version:

https://www.usace.army.mil/Missions/Safety-and-Occupational-Health/Safety-and-Health-Requirements- Manual/

1.13.4 Utilities Clearance

At least 72 hours prior to any excavation Missouri 811 or 1-800 292-8989, shall be contacted for utilities clearances.

1.14 Special Requirements

1.14.1 Traffic Control

A. When a street must be closed to traffic because of the location of the access point, submit a detailed Traffic Control Plan to the COR at least 10 working days in advance. Meet the requirements of the local agency having jurisdiction over traffic control.

B. Provide labor, signs, barricades, cones, arrow boards, flaggers and any additional equipment necessary to complete the work.

1.15 Security:

1.15.1 In unoccupied facilities, the Contractor shall be responsible for the security of the facility; i.e., all exterior doors shall be locked, windows closed and locked, etc.

1.15.2 The Contractor shall not be on site without prior notification to the Corps of Engineers COR or otherwise designated person(s).

1.15.3 Contractor personnel shall have valid civilian ID's and Contractor vehicles shall have a valid registration.

1.16 Antiterrorism/Operation Security Requirements

1.16.1 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.

1.16.2 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.

1.16.3 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 COR and shall become part of the official contract file.

1.16.4 Per the E-Verify Website the following exemptions apply:

Employers whose contracts are exempt from the E-Verify federal contractor rule are not required to enroll in E- Verify. A contract is considered exempt if any one of the following applies: (1) It is for fewer than 120 days. (2) It is valued at less than $150,000, the simplified acquisition threshold (Source: http://www.uscis.gov/e-verify/federal-contractors/exemptions-and-exceptions).

1.16.5 All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

1.17 Applicable Publications

The publications referenced herein shall be the most recent at the time of solicitation.

1.18 Worksite Housekeeping

1.18.1 The Contractor shall remove all trash and disposal material from the worksite before the end of each day.

The Contractor shall take all possible precautions to maintain the work site, always in a condition that will prevent damage or injury to person or property, Government or otherwise. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of their employees, sub-contractors, or agents during Contract performance. Do not allow scrap/waste materials to accumulate on-site; transport immediately from the government property and legally dispose of them at the end of each working day. The contractor will not be permitted to sell salvaged material on Government property. No persons other than the Contractors or sub-contractors employees shall be allowed to remove salvage from the site.

1.18.2 Schedule cleanup in a manner to cause the least possible obstruction and inconvenience to traffic, pedestrians, and property occupants.

1.18.3 Contractor is not to use the general public “on-site dumpsters,” to dispose of waste materials. The site shall be left in the same or in better condition prior to construction. The site shall be clean, free of any construction related materials and trash upon completion of the work.

1.18.4 If any items are allowed to be stockpiled per the Operations Project Manager or COR, such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles at a specified location and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

1.19 Responsibility for Damage

1.19.1 Damage to Personal Property:

The Contractor shall be solely responsible for all damage to Government and occupant personal property caused by the Contractors' personnel, subcontractors, his agents, or by the performance of his work.

1.19.2 Damage by Negligence

1.19.2.1 The Contractor's attention is directed to the fact that the work to be performed is in areas used by the public.

It shall be the responsibility of the Contractor to provide the controls necessary to prevent any interference by the public to their operations. The Contractor shall take all necessary and reasonable precautions to secure the area against vandalism and to ensure the safety and well-being of the public until final acceptance by the Government.

1.19.2.2 Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2 hours and repaired within one workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting demolition debris or construction materials. All structures, including roadways, shall be carefully protected from damage by equipment or the impact of stones or blocks. Any damaged turf, sidewalks, roads, vegetation, site amenities, etc., shall be replaced or repaired by the Contractor prior to final Contract closeout at the Contractor’s expense.

1.20 Disposal of Materials

All demolition materials for this project shall become property of the Contractor.

1.20.1 All other wastes generated during Contractor operations shall be disposed of by the Contractor at his/her expense.

1.20.2 Solid wastes (excluding clearing debris) shall be placed in containers which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off-site solid waste disposal option. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall comply with Federal, State, and local laws and regulations pertaining to the use of landfill areas.

1.20.3 Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the COR and the Directorate of Public Works Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the CORs Representative.

1.21 Pre-Construction Meeting:

Prior to commencement of any work being performed, the contractor shall participate in a pre-construction meeting with the COR and other pertinent government officials. Pre-construction meeting shall occur within 10 calendars days of contract award.

1.22 Temporary Fencing

1.22.1 All areas of construction or areas that would affect the security of the facility shall be fenced with polyethylene plastic safety fence, orange color, 48" high, and 4" maximum mesh openings. Fencing shall be secured to steel posts on the side away from the excavation unless otherwise approved in advance by the Project Manager.

1.22.2 The bottom of the fence shall generally follow the contour of the ground. Maximum spacing of the steel posts shall be ten feet.

1.23 Design Requirements:

a. Design wood members per formulas published in National Design Specifications (NDS) for Wood Construction.

b. Design light meta-toothed connector plates and joint design in compliance with Truss Plate Institute’s (TPI) National Design Standard for Metal Plate Connected Wood Truss Construction.

c. Include unbalanced roof loads required by ASCE-7, current edition.

1.24 Quality Control

Workmanship shall be of the highest grade in accordance with the best modern practices to conform to the specifications for the work being performed. The Contractor shall be responsible for quality control to ensure all components and workmanship meet requirements of this contract. Representatives of USACE reserves the right to inspect and witness the work, verify quality of workmanship and products used at any time, whether the work is performed in the field or at the Contractor’s shop.

1.25 Post Award Conference/Periodic Progress Meetings

The Contractor agrees to attend any post award conference convened by USACE in accordance with Federal Acquisition Regulation Subpart 42.5. The contracting officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the Contractor to review the Contractor's performance. At these meetings the contracting officer will apprise the Contractor of how the government views the Contractor's performance and the Contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.26 Additional Requirements

1.26.1 Environmental Requirements

1.26.1.1 The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract. The Contractor shall comply with all applicable environmental Federal, State, and local laws and regulations. The Contractor shall be responsible for any delays resulting from failure to comply with environmental laws and regulations. During construction, the Contractor shall be responsible for identifying, implementing, and submitting for approval any additional requirements for environmental compliance.

1.26.1.2 If any cultural and/or human remains are inadvertently uncovered during construction, the work is to be halted until appropriate project and district personnel are notified and the remains are evaluated for National Register of Historic Places (NRHP) significance.

1.26.1.3 No clearing of trees will occur between 1 April and 31 October.

1.26.2 Concrete Rinsate

Concrete trucks may be washed out only in designated areas that have been approved for collecting spent material.

Rinsate areas will be designated by COR, if required, following contract award. The designated area must be located to prevent contaminated runoff from discharging from the site.

1.26.3 Environmental Protection

Prior to the delivery of any material to the site, and before the start of any onsite construction activities, the Contractor and the Government Representative shall make a joint site survey. This survey will include a review of work constraints and resources specifically identified as environmental features requiring protection along with the condition of trees, shrubs, and grassed areas immediately adjacent to the site of work and access route(s), as applicable. The Contractor shall protect those environmental features included in this survey and any indicated on the drawings, regardless of interference which their preservation may cause to the Contractor's work under the contract. The Contractor will review the requirements in this Section and any notes from the joint site survey with each worker prior to them beginning work at the site.

1.26.4 Environmental Assessment of Scope of Work Deviations

Any deviations, requested by the Contractor, from the drawings, plans and specifications, which may have an environmental impact, will be subject to approval by the COR and may require an extended review, processing, and approval time. The COR reserves the right to disapprove alternate methods, even if they are more cost effective, if the COR determines that the proposed alternate method will have an adverse environmental impact.

1.26.5 Water Resources

The Contractor shall monitor construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. All water areas affected by construction activities shall be monitored by the Contractor. For construction activities immediately adjacent to impaired surface waters, the Contractor shall be capable of quantifying sediment or pollutant loading to that surface water when required by State or Federally issued Clean Water Act permits.

1.26.6 Sound Intrusions

The Contractor shall keep construction activities under surveillance and control to minimize environment damage by noise. All equipment to have factory installed muffler system and comply with standard equipment decibel ratings.

1.26.7 Fuel and Lubricants

Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spill and evaporation. Fuel, lubricants, and oil shall be managed and stored in accordance with all Federal, State, Regional, and local laws, and regulations. Used lubricants and used oil to be discarded shall be stored in marked corrosion-resistant containers and recycled or disposed in accordance with 40 CFR 279, State, and local laws, and regulations.

1.26.8 Previously Used Equipment

The Contractor shall clean all previously used construction equipment prior to bringing it onto the project site. The Contractor shall ensure that the equipment is free from soil residuals, egg deposits from plant pests, noxious weeds, and plant seeds. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements.

1.27 Government Furnished Materials

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for installation by the Contractor:

DESCRIPTION QUANTITY

Light Fixtures: Cree LS8

Cree LS4

Cree OSQ

100 amp Panelboard 1

36” x 83” Steel Entry Door with 3 pcs Steel Frame and Hardware 1

2” SCH 80 Electrical Conduit – 20 ft lengths 20*

Electrical Burial Box 1

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary. Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Provide any additional quantities that are required.

1.28 Delivery, Storage and Handling

1.28.1 Delivery

Deliver materials in their original, unopened containers or wrappings with labels intact and legible. Where materials are covered by a referenced specification number, the labels must bear the specification number, type, class, and shelf life expiration date where applicable. Deliver materials in sufficient quantity to allow continuity of work.

1.28.2 Storage

Store and protect materials from damage and weather in accordance with manufacturer's printed instructions, except as specified otherwise. Keep materials clean and dry. Store and maintain adhesives, sealants, primers and other liquid materials above 60 degrees F. Utilize insulated hot boxes or other enclosed warming devices in cold weather.

Mark and remove damaged materials…