W912BV17Q0118.pdf

Wastew ater Lagoon Construction and Fencing at Snake Creek PUA, Tenkiller Lake, Oklahoma

This is a 100% Small Business Set-Aside.

The NAICS code for this project is 237110

The size standard is $36.5 million. Magnitude of construction is $25,000 to $100,000.

PUNNIE CHITTCHANG 918.669.7544

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

24-Aug-2017

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________45 calendar days after receiving aw ard, notice to proceed. This performance period is mandatory, negotiable. (See _________________________

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________07 Sep 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______30 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIV

USACE, TULSA 1645 S 101 E AVE

TULSA OK 74128-4609

W912BV

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912BV17Q0118 28

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00 01 10 - Table of Contents

INSTRUCTIONS TO OFFERORS

W912BV-17-Q-0118

IMPORTANT INFORMATION

Read the solicitation in its entirety and all amendments and complete the checklist before submitting documents.

All questions regarding this solicitation contact Pun Chittchang at 918-699-7544 or punnie.chittchang@usace.army.mil.

For all wage rates questions, call 918-669-4909.

All email correspondence shall reference the solicitation number of this requirement. The solicitation number can be found in Block 5.

All information regarding the solicitation can be found on fbo.gov. Ensure to check regularly or subscribe to updates through FBO.gov to see if any amendments or documents are issued before the solicitation due date and time.

Site visits are routinely offered to potential offerors for services and construction requirements. Site visits are not mandatory but highly encouraged for potential offerors to attend. Information regarding site visits will be posted on FBO.gov.

Payments will be made after receipt of a proper invoice and receipt of acceptable supplies or services.

Do not delay submitting a quote while your information is processing at www.dnb.com or SAM (System For Award Management). Your registration must be finalized by the time selection of award is made.

Regular office hours: Monday to Friday, 8:00 a.m. to 4:30 p.m. CST

MAIL, FAX, EMAIL YOUR DOCUMENTS

Do not include excess information, to include audio-visual materials, electronic media, CD’s, thumbdrives, etc. or pages of the solicitation that do not contain information provided by the perspective offeror. NO cross outs or strike through marks. Submit a legible quote with no correction marks.

EMAIL

Emailed quotes in Adobe .PDF file format are the only acceptable methods of submitting a quote electronically. All documents must be attached in one file. Reference the solicitation in the subject line. Send quotes to E-mail address punnie.chittchang@usace.army.mil. Ensure your quote is received before the due date and time. In order for your quote to be considered responsive, all required materials must be received before the due date and time. If all required materials are not received your quote will not be considered. If you do not receive an email response that your quote was received, your quote was not received.

mailto:punnie.chittchang@usace.army.mil http://www.dnb.com/

IMPORTANT INFORMATION

FAX or MAIL Include a cover sheet that references the Contract Specialist –Pun Chittchang and the solicitation number.

When submitting through mail ensure you clearly mark the envelope to:

PUN CHITTCHANG, CECT-SWT-E

TULSA DISTRICT CORPS OF ENGINEERS

1645 S. 101ST EAST AVE

TULSA, OK 74128-4609

Clearly mark the envelope in the lower left hand corner with the solicitation number. All pages should be numbered. Use only 8 ½ by 11 inch paper for fax or mail submissions. Do not use fold-outs (e.g., 11” x 14” or 11” x 17” sheets). Do not use a font size smaller than 10, or condensed print for any submission. Time New Roman or Arial Font are the only acceptable fonts. All page margins must be at least 1 inch wide, but may include headers and footers. Only submit using single-sided paper. Do not use double-sided printing. Illegible handwritten quotes will not be considered. Typed quotes are highly encouraged and the preferred method. Do not use spring clamps, staples or exceed the recommended capacity of the fastener or binder. Do not use plastic multi-hole/spiral binding systems, heat binding systems, or other systems which do not facilitate the ready insertion of additional pages or removal of pages. DO NOT use tabbed dividers, flagged tabs or any divider that extends beyond the paper size to separate sections. The pages must be able to be removed from their binding without ripping or tearing.

Ensure to allow enough time to submit your quote before the due date and time.

HAND DELIVER

If your submission will be hand-carried, please provide notification to the Contract Specialist at least one working day in advance (918-669-7544) or punnie.chittchang@usace.army.mil, as unescorted visitors are not allowed in the Contracting Division offices. Please consider in your arrival that visitors must go through security check points.

Offerors can only submit their documents to the Contract Specialist or a Contracting Officer of the Tulsa District Office. The address of the Tulsa District Office is below:

TULSA DISTRICT CORPS OF ENGINEERS

1645 S. 101ST EAST AVE

TULSA, OK 74128-4609

This procurement is being conducted in accordance with FAR Part 13, Simplified Acquisition Procedures (SAP) and FAR Part 12, Acquisition of Commercial Items. Any reference to offers or bids or offerors or bidders should be substituted with quotations or quoters. All reference to discussions shall not be interpreted under FAR Part 15, but rather indicates that the Government may communicate with quoters as allowed under simplified acquisition procedures.

QUOTE PREPARATION CHECKLIST

DO NOT RETURN THIS CHECKLIST

Important items for you to check are included, but not limited to those listed below. This checklist is furnished only to assist you in submitting a proper quote. Do not return the checklist with your quote.

____ Have you obtained a DUNS number? Provide your Duns number on the first page or cover page.

A duns number can be obtained through the D&B D-U-N-S Request Service at http://fedgov.dnb.com/webform.

____ Have you registered in System For Award Management (SAM)?

The name you use to submit a quote must be the exact name you use to register in SAM. Do not delay returning a quote while processing your SAM entry.

http://www.sam.gov It does not cost to register into SAM.

_____ Is the NAICS code on the solicitation incorporated into your SAM profile?

This solicitation is being advertised under the North American Industrial Classification Systems (NAICS) Code 237110 (listed in Box 10 on Page 1 of the SF 1442). You must ensure this NAICS Code is incorporated into your current SAM Profile if your company can provide the type of product or service applicable to this NAICS Code. Failure to have this NAICS Code in your current SAM Profile may result in not being considered for award. NAICS Codes may be viewed at the U.S. Census Bureau website at http://www.census.gov/eos/www/naics.

____ Have you entered a unit price for each line item?

The quantity multiplied by the unit price equals the total amount. Ensure all prices on line items are filled in. All line items must be priced to be considered for award. Unit prices must be rounded to the nearest cent (hundredths).

$20.56 IS an acceptable price.

$20.564 IS NOT an acceptable price.

Do not round total amount numbers.

If your price exceeds $2,000 for construction work or $2,500 for services, you will be required to pay employees at least the wage rates specified in the applicable wage decision/determination.

____ NO cross outs or strike through marks. Submit a legible quote with no correction marks.

http://fedgov.dnb.com/webform http://www.sam.gov/ http://www.census.gov/eos/www/naics

QUOTE PREPARATION CHECKLIST (CONT)

____ Did you sign the original solicitation?

Ensure to include the first page of the solicitation and fill out block 12, 17a, 30a, 30b, and 30c. A signature of an authorized individual is required for your quote.

____ Have you acknowledged all amendments, if any have been issued?

Acknowledge amendments by signing and dating the first page of the amendment. Ensure to read the amendment to determine if further documents are required to be submitted and to see what changes have been made to the solicitation. Reference the solicitation number in the subject line when submitting.

____ Does your offer have a .pdf file extension if submitting electronically?

____ Have you provided a telephone number you can be reached during the business hours of 8:00 a.m. to 4:30 p.m. CST?

____ Have you considered the amount of labor, equipment, mobilization, and materials needed to perform all the work required by the specifications? Are your figures legible?

You must read the Scope of Work in the entirety.

_____ Have you allowed enough time to submit your quote before the due date and time?

_____ Do not return every page of the solicitation.

Only return pages that are providing information regarding your quote. If you did not provide any information on a page, do not include this page. Example. If you filled out page 1, 2, 6 and 10 of the solicitation only return pages 1, 2, 6 and 10. You may include a cover page or additional pages that provide information that is requested.

Performance and Payment Bonds will be required for this project if the contract price is over $30,000.

PRICING SCHEDULE

PRICING SCHEDULE FOR

Lagoon Construction at

Snake Creek Public Use Area Tenkiller Lake, Cherokee County, Oklahoma

OPTION Unit No. Description Quantity Unit Price Amount

01 Dozer work to remove trees and debris from site to construct lagoon, install new discharge pipe, and restore berm to 3:1 slope in accordance with the 1 Job xxx $_____________ Statement of Work at Snake Creek PUA, Tenkiller Lake

02 Construct a 100’x 100’ woven wire fence around the 1 Job xxx $_____________ Perimeter of Lagoon.

TOTAL BID $____________________

Contractor shall provide all labor, transportation, equipment, fuel, supplies and material to complete this contract.

Section 00 21 00 - Instructions

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2016 52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017 52.225-10 Notice of Buy American Requirement--Construction

Materials

MAY 2014

52.236-28 Preparation of Proposals--Construction OCT 1997 252.247-7022 Representation Of Extent Of Transportation Of Supplies By

Sea

AUG 1992

CLAUSES INCORPORATED BY FULL TEXT

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

10.0 6.9

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is [Contracting Officer shall insert description of the geographical areas where the contract is to be performed, giving the State, county, and city].

(End of provision)

52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS (APR 1984)

(a) The use in this solicitation of any Federal Acquisition Regulation (48 CFR Chapter 1) provision with an authorized deviation is indicated by the addition of"(DEVIATION)" after the date of the provision.

(End of provision)

Section 00 72 00 - General Conditions

52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

OCT 2016

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.219-6 Notice Of Total Small Business Set-Aside NOV 2011 52.222-1 Notice To The Government Of Labor Disputes FEB 1997 52.222-3 Convict Labor JUN 2003 52.222-5 Construction Wage Rate Requirements--Secondary Site of the

Work

MAY 2014

52.222-6 Construction Wage Rate Requirements MAY 2014 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records MAY 2014 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with Copeland Act Requirements FEB 1988 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination-Debarment MAY 2014 52.222-13 Compliance With Construction Wage Rate Requirements and

Related Regulations

MAY 2014

52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-16 Approval of Wage Rates MAY 2014 52.222-21 Prohibition Of Segregated Facilities APR 2015 52.222-26 Equal Opportunity SEP 2016 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.222-36 Equal Opportunity for Workers with Disabilities JUL 2014 52.222-50 Combating Trafficking in Persons MAR 2015 52.222-55 Minimum Wages Under Executive Order 13658 DEC 2015 52.222-62 Paid Sick Leave Under Executive Order 13706 JAN 2017 52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-18 Encouraging Contractor Policies To Ban Text Messaging

While Driving

AUG 2011

52.225-13 Restrictions on Certain Foreign Purchases JUN 2008 52.227-4 Patent Indemnity-Construction Contracts DEC 2007 252.243-7001 Pricing Of Contract Modifications DEC 1991

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $185.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

52.252-6 AUTHORIZED DEVIATIONS IN CLAUSES (APR 1984)

(a) The use in this solicitation or contract of any Federal Acquisition Regulation (48 CFR Chapter 1) clause with an authorized deviation is indicated by the addition of "(DEVIATION)" after the date of the clause.

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

5152.222-9000 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS (APR 2011)

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

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

If the contractor chooses to use an electronic payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

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

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

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

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

W912BV17Q0118

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

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

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

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

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

Section 00 73 00 - Supplementary Conditions

WAGE RATES

General Decision Number: OK170033 01/06/2017 OK33

Superseded General Decision Number: OK20160033

State: Oklahoma

Construction Type: Heavy

Counties: Adair, Cherokee, Craig, Delaware, Mayes, McIntosh, Muskogee, Nowata, Okfuskee, Ottawa and Washington Counties in Oklahoma.

HEAVY CONSTRUCTION PROJECTS (including sewer/water line construction; heavy construction projects on treatment plants) (excludes heavy dredging and water well drilling)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 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 $10.20 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 2017. The EO minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017

* ELEC1002-005 07/03/2016

Rates Fringes

ELECTRICIAN......................$ 34.88 29%+5.25

ENGI0627-017 06/01/2016

Rates Fringes

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 28.05 12.58 Group 2.....................$ 26.35 12.58 Group 3.....................$ 25.80 12.58 Group 4.....................$ 25.05 12.58 Group 5.....................$ 24.55 12.58 Group 6.....................$ 24.10 12.58 Group 8.....................$ 22.10 12.58 Group 9.....................$ 21.60 12.58 Group10.....................$ 21.10 12.58

POWER EQUIPMENT OPERATOR

GROUP 1: All Crane Type Equipment 200 ton and larger and including 400 ton capacity cranes. All Tower Cranes.

GROUP 2: All Crane Type Equipment 100 ton capacity and larger cranes, and less than 200 ton capacity.

GROUP 3: All Crane Type Equipment 50 ton capacity and larger cranes, and less than 100 ton capacity. Crane Equipment (as rated by mfg.) 3 cu. yd. and over Guy derrick Whirley Power Driven Hole Digger (with 30' and longer mast).

GROUP 4: CRANES with Boom Incl. Jib less than 100 ft and less than 3 cu. Yd.; Overhead Monorail Crane; MECHANIC; BACKHOE;

TRACKHOE; GRADER/BLADE; Power Driven Hole Digger with less than 30' mast

GROUP 5: BULLDOZER; BOBCAT/SKID STEER/SKID LOADER

GROUP 6: Rotary Drilling Machine when operated from console

GROUP 8: FORK-LIFT; TRACTOR

GROUP 9: PUMPS

GROUP 10:OILER

IRON0584-020 06/01/2015

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 24.00 13.53

TEAM0516-006 05/30/2016

Rates Fringes

TRUCK DRIVER

(3) Flatbed Truck...........$ 24.78 10.30

SUOK2012-011 05/18/2012

Rates Fringes

CARPENTER (Form Work Only).......$ 14.00 0.00

LABORER: Common or General......$ 12.41 0.00

LABORER: Pipelayer..............$ 13.29 0.00

OPERATOR: Scraper...............$ 14.00 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

STATEMENT OF WORK

SPECIFICATIONS OF WORK

WASTWATER LAGOON CONSTRUCTION AND FENCING

AT TENKILLER LAKE, OKLAHOMA

1. SCOPE OF WORK. The contractor shall provide all supplies, materials, labor, tools, and equipment necessary to construct lagoon, and install fencing around wastewater lagoon system in accordance with these specifications. Construction shall be made in accordance with Oklahoma Department of Environmental Quality (ODEQ) regulations. Locations will be at Snake Creek Public Use Areas (PUA) on Tenkiller Lake, Oklahoma. Snake Creek PUA is located in Cherokee County, Oklahoma.

1.1 A site visit by prospective bidders is strongly encouraged to determine exact site conditions, measurements, and work requirements, but not required. The earthen materials can be extremely rocky.

1.2 Site Locations.

1.2.1 Snake Creek PUA (Snake Creek Cove, Cookson, Oklahoma) is located on Highway 82/100 on the southeast side of the lake in Cherokee County, Oklahoma. From Gore, Oklahoma, go 15 miles northeast on Highway 82/100, then turn left onto W Snake Creek Road for 1/2 mile west on paved access road, turn right onto Snake Creek Cove Road into the park.

2. WORK REQUIREMENTS.

2.1 The contractor shall perform all work in accordance with Oklahoma Department of Environmental Quality Regulations and these specifications.

2.2 Work Hours. Work hours on the site will be from 7:00 a.m. – 4:30 p.m. Monday through Friday, excluding Federal holidays. Any proposed changed to the work hours must be approved by the Contracting Officer’s Representative (COR).

2.3 Performance Period. All work shall be completed in 45 days after award of the contract.

2.4 Closure of Facilities. The contractor shall leave the existing lagoon system available for use while constructing new lagoon.

2.5 Liquidated Damages. Refer to basic contract Section 00800, clause 52.211-12, Liquidated Damages—Construction, $350 per day.

2.6 Coordination of Work. All work schedules shall be coordinated prior to beginning work in any location.

a. Mr. Gerald Treadwell will be the technical point of contact. Office is located at the Webbers Falls Lake Office near Lock & Dam 16.

b. (*Name to be given at contract award*) will be the Contracting Officer’s Representative (COR) and point of contact (POC) for this contract. Office is located at the Webbers Falls Lake Office near Lock & Dam 16.

2.7 Pre-Work Conference. A pre-work conference will be held with the COR and contractor prior to the commencement of any work. The contractor’s responsible person and necessary administrative staff will be required to attend this meeting. Procedures for proper invoicing and payment, schedule, etc., shall be covered at this time.

2.8 Utilities. Care shall be taken not to cut nor damage overhead and underground utilities.

Extreme care will be taken to prevent damage to embankment fill material. The contractor will be responsible for repairing all damages. Repairs will be promptly made.

2.9 Environmental Cleanup. The contractor shall maintain a clean work area at all times. The contractor shall be responsible for the protection of the environment and will be required to restore all damages subject to the approval of the contracting officer. The contractor shall remove and dispose of all debris off Government property in a state approved disposal site unless specified otherwise. The contractor will be required to comply with Federal and State environmental requirements.

2.10 References. All work shall be accomplished in accordance with all State of Oklahoma and National standard work practices. Oklahoma Department of Environmental Quality (ODEQ) Regulations shall be used for reference. Refer to Title 252 Chapter 641. Online website is (Subchapter 15. Lagoons): http://www.deq.state.ok.us/rules/641.pdf .

2.11 Contractor Quality Control. The contractor is responsible for all actions necessary to allow for successful completion of this contract. The contractor shall provide a system of controlling the quality of work provided under the provisions of the contract.

2.12 Warranties. The contractor shall warranty all work for 1 year from the date of acceptance.

3. SUBMITTALS. The contractor may be required to furnish certain submittals related to the materials and supplies to be used. These submittals may be certifications of materials specifications, safety plans, drawings, training, work plans, etc. These will be specifically listed and shall be furnished to the Contracting Officer. Submittals requiring Government approval shall be formally prepared and approval granted prior to proceeding with work involving these submittals. FIO (For Information Only) submittals do not require Government approval.

a. The contractor shall be licensed in the State of Oklahoma to perform this work and shall present a copy of the certification prior to beginning work.

b. Material specifications for clay liner shall be approved by the Government prior to installing.

c. Final Inspection of the lagoon shall be jointly performed by the contractor and the Government. The contractor shall coordinate the inspections with the Government.

4. WAGE DETERMINATION. Refer to basic contract Section 00800, Paragraph 2, clause 52.000-4002 Wage Rates.

http://www.deq.state.ok.us/rules/641.pdf

5. WEATHER DELAYS. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

(OCT 1989) (ER 415-1-15)

5.1 This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project.

The delay must be beyond the control and without the fault or negligence of the contractor.

5.2 The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 5 5 4 4 4 4 3 4 4

5.3 Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day.

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph 5.2, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".

6. SNAKE CREEK AREA LAGOON CONSTRUCTION. The lagoon will be located directly North of restroom #2 and existing lagoon in area A. After rehabilitation the lagoon will have a one cell system approximately 100 feet x 100 feet, inside lip at top of dike, and be a minimum of 7 feet deep.

6.1. The contractor shall remove trees from the sight of the new lagoon. Trees may be disposed of in tembered area around the new lagoon or burned on sight. The top of the new lagoon must be at least one foot below the top of the existing lagoon. Removed earthen materials may be used to build the lagoon walls to a 1:3 slope. Any excess may be disposed of nearby in an areas designated by the COR.

6.2. The contractor shall install one discharge pipe from the existing lagoon into the new lagoon.

The discharge pipe must be 2 feet from the top of the existing lagoon and slope down hill to the new lagoon at a rate of 1 inch drop to every 3 feet of linner run. The discharge pipe shall be 4-inch schedule 40 PVC.

6.3. The contractor shall restore the dike wall on existing lagoon to a 1:3 slope. To prevent runoff from entering the new lagoon the uphill dike shall be a minimum of 2 feet above grade.

The contractor will furnish fill material if there is not enough onsite. Fill material shall be homogeneous clay (same as clay liner, material specifications are in paragraph 8). Finished grade shall be mowable (no rock, stumps, or holes).

6.4. The contractor shall install one foot of homogeneous clay lining to interior cell walls and bottom. The clay shall be placed in 6-inch lifts and thoroughly compacted. The bottom of the lagoon shall be level. Refer to paragraph 8 for clay liner specifications and installation.

6.5. After the earthwork is completed and accepted by the Government, the contractor shall furnish and seed the exposed dike walls with a 50/50 mix of rye and Bermuda grass seed.

7. SNAKE CREEK LAGOON FENCING. The lagoon will be located directly North of restroom #2 and existing lagoon in area A.

7.1 The contractor shall remove existing fencing and posts on the North side of existing lagoon.

The contractor shall tie into existing fence around existing lagoon and extend around new lagoon approximately 400 feet of net woven fencing and posts. Posts shall be placed every 10 feet.

The fencing will require corner posts and cross bracing posts. Two (2) rows of barbed wire shall be placed at the top and one row of barbed wire shall be placed at the bottom of the woven wire fencing. At the top, the first row shall be placed approximately 12 inches above the woven wire;

the second row shall be placed approximately 12 inches above the first row of barbed wire to mach existing fence around existing lagoon. The bottom row of barbed wire shall be placed next to the ground. All corner, gate and stretch posts shall be concreted in place. The contractor shall use 2 sacks of concrete per wooden post. Fencing shall be a minimum of 6 feet height after installation.

7.2 Fencing material specifications are under 9.

7.3 The contractor shall fill in holes left as a result of fencing removal and return any disturbed areas to a mowable condition.

8. MATERIAL SPECIFICATIONS FOR HOMOGENOUS CLAY LINER.

8.1 Materials.

a. Soils used in clay liner shall have a minimum plasticity index of 12 as tested by Atterberg Limit tests (ASTM D-4318), a minimum of 50 percent passing the number 200 sieve, and re-compacted in-place permeability as specified on the construction plans.

b. Clay materials shall contain no sod, brush, roots, frozen soil, or other perishable materials. Rock particles larger than 3 inches shall be removed prior to compaction of the clay.

8.2 Foundation Preparation.

a. Foundation surfaces shall be graded to remove surface irregularities and shall be scarified or otherwise acceptable scored or loosened to a minimum depth of 2 inches. The moisture content of the loosened material shall be controlled as specified for the clay liner, and the surface materials of the foundation shall be compacted and bonded with the first layer of the clay liner as specified for subsequent layers of clay liner.

8.3 Placement.

a. The clay liner shall not be placed until the required foundation preparation has been completed and the foundation has been inspected and approved by COR or Government Quality Assurance Representative.

b. The clay liner shall be placed in lifts. The thickness of each lift before compaction shall not exceed 6 inches.

c. The distribution of materials throughout the clay liner shall be essentially uniform, and the clay liner shall be free from lenses, pockets, streaks, or layers of material differing substantially in texture, moisture content, or gradation from the surrounding material.

d. If the surface of any layer becomes too hard and smooth for proper bond with the succeeding layer, it shall be scarified to a depth of not less than 2 inches before the next layer is placed.

8.4 Control of Moisture Content.

a. During placement and compaction of the clay liner, the moisture content of the clay being placed shall be maintained above optimum moisture as determined by the Standard Proctor Test (ASTM D-698) or Modified Proctor Test (ASTM D-1557).

b. The application of water to the clay shall be accomplished at the borrow areas insofar as practicable. Water may be applied by sprinkling the clay after placement and before compaction of the liner, if necessary. Uniform moisture distribution shall be obtained by disking.

8.5 Compaction.

a. The clay liner shall be compacted to a minimum of 95 percent of standard proctor dry6 density (ASTM D-698) or to a minimum of 89 percent of modified proctor dry density (ASTM D-1557), at a moisture content above optimum moisture.

b. The clay liner shall be compacted with equipment weighing at least 20,000 pounds, operated continuously, in un-compacted lift thicknesses not to exceed 6 inches.

8.6 Re-Working or Removal and Placement of Defective Liner. Clay placed at densities lower than the specified minimum density or at moisture contents lower than optimum moisture content or otherwise not conforming to the requirements of the specifications shall be re-worked to meet the specifications or removed and replaced by acceptable clay. The replacement clay and the foundation and fill surfaces upon which it is placed shall conform to all requirements of this specification for foundation preparation, approval, placement, moisture control, and compaction.

9. MATERIAL SPECIFICATIONS FOR FENCING. Material requirements shall be:

a. Woven wire field fence, 47 inches high, 12½ gauge

b. Barbed wire, 4 point, 12½ gauge

c. T-Posts, 7.5-foot height, 1.25 size

d. Corner posts, 8-inch diameter treated wood

e. Cross brace posts, 5-inch diameter treated wood

f. Concrete (Sakrete or equal)

g. Fence tie wire 9 gauge aluminum

10. SAFETY AND HEALTH PROVISIONS. Work shall be performed in accordance with the requirements of the Corps of Engineers Safety and Health Requirements Manual, EM 385-1- 1, all applicable Federal, State, and local safety codes and practices, and other references as listed herein. Matters of interpretation of the standards shall be submitted to the Contracting Officer for resolution before starting work. Where the regulations conflict, the most stringent requirements shall apply.

a. It is the contractor’s responsibility to insure public safety during the entire duration of the contract. Necessary signs, barriers, warning devices, etc.