20-R-0025 Attachment 2 - MATOC SEED TO Specs_Plans Fry Creek Channel Repair.pdf

US ARMY CORPS OF ENGINEERS

TULSA DISTRICT

TASK ORDER NO. 0001

FOR:

FRY CREEK CHANNEL REPAIR

BIXBY, OK

APRIL 22, 2020

RSL

FY20

TABLE OF CONTENTS

TASK ORDER 0001

FRY CREEK CHANNEL REPAIR

BIXBY, OKLAHOMA

APRIL 22, 2020

TOC-1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 01 22 00 01 32 16 01 33 00 01 50 00 01 78 00

SUMMARY OF WORK

MEASUREMENT AND PAYMENT

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

SUBMITTAL PROCEDURES

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

CONTRACT CLOSEOUT

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 00 00

32 92 23

WORK COVERED UNDER OKLAHOMA DEPARTMENT OF TRANSPORTATION

2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION

BERMUDA SOD

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION

-- End of Table of Contents --

PRICING (CLIN) SCHEDULE

INSTRUCTIONS TO OFFERORS

PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION

CRITERIA, AND BASIS ODF AWARD

SPECIAL CONTRACT CLAUSES

WAGE DETERMINATIONS

00 11 00 00 21 00 00 22 11

00 73 00 00 73 46

PROPOSAL SCHEDULE

TASK ORDER 0001

FRY CREEK CHANNEL REPAIR

BIXBY, OKLAHOMA

APRIL 22, 2020

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-3

1. Unclassified Excavation 1,462 CY $_______ $__________

2. 9" Bedding 693 Ton $_______ $__________

3. 24" Riprap 4,800 Ton $_______ $__________

4. All Work Except as Listed Separately 1 Job xxx $__________

TOTAL PROPOSAL $____________________

CY = Cubic Yard

PROPOSAL SCHEDULE NOTES

1. The conversion factor for 9" bedding and 24" riprap must be 1.5 tons per cubic yard.

2. All costs for items of work not listed separately in the Proposal Schedule or specifically mentioned to be included in a particular item price shall be included in the listed item price most closely associated with the work involved.

3. This solicitation requires submission of a price on all items. Failure to do so will result in the proposal being rejected without further consideration.

4. All quantities are estimated except where unit is given as Job.

5. Only one contract for the entire schedule will be awarded under this solicitation.

SECTION 00 21 00

INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

1.1. GENERAL DESCRIPTION OF WORK

The general work to be performed is to repair the failed streambank slopes/stone protection and concrete encased sanitary sewer at Fry Creek, Bixby, Oklahoma.

1. Removal and relocation of existing stone protection and random materials, soils, and silts; grading, and compaction of areas to receive fill and stone protection;

2. Stabilization of existing concrete ramp by placement of 600 psi ODOT Controlled Low-Strength Material (CLSM) and formwork;

3. 9" bedding and 24" riprap stone protection of channel/slopes;

4. Finish grading; and

5. Placement and establishment of topsoil and bermuda sod.

1.2. GOVERNMENT SECURITY REQUIREMENTS

The offeror must ensure that ALL mail sent to the Tulsa District, U.S. Army Corps of Engineers, either pre-contract or post-contract award, has a return mailing address on the outside of the envelope, package, box, etc. ANY MAIL addressed to the U.S. Army Corps of Engineers, including but not limited to bids, modifications to bids, proposals, revised proposals, bonds, correspondence, etc., will be REJECTED by the U.S. Army Corps of Engineers mail room facility located at 2488 E. 81st Street, Tulsa, OK 74137-4290, if it does not contain a return mailing address.

There will be no exceptions.

USACE Tulsa District Point of Contact is Mr. Brian Welch:

Phone: 405-869-2617 Email: Brian.Welch@usace.army.mil

1.3. COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS

Copies of the solicitation and any amendments will be provided electronically to the contractor. If the files are too large to transmit via an email, DoD Safe at https://safe.apps.mil/ will be used to send the information.

1.4. OFFEROR'S QUESTIONS AND COMMENTS

All contractual matters, questions and or comments relative to these documents should be submitted via Bidder Inquiry in ProjNet at http://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=HomePagePublic no later than 7 calendar days prior to the proposal due date, in order that they may be given consideration or actions taken prior to receipt of offers.

The bidder inquiry key for this project is XFZYPT-UGMJGD.

Instructions for registering in the ProjNet Bidder Inquiry system are available on the above website.

1.5. SMALL BUSINESS SIZE STANDARD/NAICS CODE

The NAICS Code selected for this project is 237990 and the size standard is $39,500,000.00. Also see FAR 52.204-8, Annual Representations and Certifications.

1.6. PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

00 21 00 - 1 https://safe.apps.mil/ http://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=HomePagePublic%20

This request for proposal (RFP) does not commit the Government to pay, as a direct charge, any costs incurred in the preparation and submission of a proposal

1.7. SITE VISIT

The vendor is highly encouraged to attend a site visit.

To schedule a site visit and obtain the location address and facility entry information, please contact the following:

Name: TBD E-mail: TBD Telephone: TBD

1.8. ACCURACY IN PROPOSALS

Proposals must set forth full, accurate, and complete information as required by this RFP, including attachments. The penalty for making false statements is prescribed in 18 U.S.C. 1001.

1.9. PROPOSAL SUBMITTAL

1.9.1. The submittal method for proposals is electronic via DoD Safe or email ONLY (no mailed proposals).

DoD Safe website: https://safe.apps.mil/

The following email addresses must be entered for notification of proposal receipt and download availability:

Brian.Welch@usace.army.mil Rudolfo.Morales@usace.army.mil

1.9.2. Proposals will be received until the date and time and specified in this request for proposal. Mail all bonds to:

U.S. Army Corps of Engineers, Tulsa District ATTN: CESWT-CT-E (Brian Welch) 2488 E. 81st Street Tulsa, OK 74137-4290

1.9.3. The packaging shall be marked Solicitation Number: W912BV-20-R-0025-Seed Task Order

1.10. PROPOSALS

Offer Closing Date: 05 July 2020 Offer Closing Time: 2:00 pm Central Standard Time (CST)

1.11. DEVIATIONS AND EXCEPTIONS

Deviations and exceptions to the terms and conditions of the solicitation are neither encouraged nor desired. Should the offer include any standard company terms and conditions that conflict with the terms and conditions of the solicitation, the offer may be determined “unacceptable” and thus ineligible for the award. Should the offeror have any questions related to specific terms and conditions, these must be resolved prior to submission of the offer.

Notwithstanding the above, if deviations and exceptions are included with the offer, the offeror shall list and describe in detail the deviations and/or exceptions. All deviations and exceptions shall be fully supported with the Offeror’s rationale and shall fully explain the impact, if any, on the performance and/or specific requirement of the RFP.

1.12. DEVIATIONS AND EXCEPTIONS

Deviations and exceptions to the terms and conditions of the solicitation are neither encouraged nor desired.

Should the offer include any standard company terms and conditions that conflict with the terms and conditions of

00 21 00 - 2 https://safe.apps.mil/ mailto:Julie.S.Hill@usace.army,mil

00 21 00 - 3 the solicitation, the offer may be determined “unacceptable” and thus ineligible for the award. Should the offeror have any questions related to specific terms and conditions, these must be resolved prior to submission of the offer.

Notwithstanding the above, if deviations and exceptions are included with the offer, the offeror shall list and describe in detail the deviations and/or exceptions. All deviations and exceptions shall be fully supported with the Offeror’s rationale and shall fully explain the impact, if any, on the performance and/or specific requirement of the

RFP.

SECTION 00 22 11

PROPOSAL PREPARATION AND EVALUATION CRITERIA

00 22 11 - 1

AWARD INFORMATION

1.0 OVERVIEW

The general work to be performed is to repair the failed streambank slopes/stone protection and concrete encased sanitary sewer at Fry Creek, Bixby, Oklahoma.

1. Removal and relocation of existing stone protection and random materials, soils, and silts; grading, and compaction of areas to receive fill and stone protection;

2. Stabilization of existing concrete ramp by placement of 600 psi ODOT Controlled Low-Strength Material (CLSM) and formwork;

3. 9" bedding and 24" riprap stone protection of channel/slopes;

4. Finish grading; and

5. Placement and establishment of topsoil and bermuda sod.

1.1. Who can submit:

a. Only authorized firms as identified on the base contract.

b. Organizational Conflicts of Interest (OCI) Disclosure: The offeror shall provide a disclosure statement with its proposal which concisely describes all the relevant facts concerning past or present organizational conflicts of interest relating to work on this project. In the same statement, and if applicable, the offeror shall provide information to assure the Government that the conflicts of interest have been mitigated and/or neutralized to the maximum extent possible. If a conflict of interest is discovered after award of this contract, the contracting officer will make decision whether to terminate the contract.

2.0 SUBMISSIONS

Offers are required to fill in Section 00 11 00 “Pricing CLIN Schedule” no later than the date and time specified in the RFP. The price proposal shall address the following:

2.1 The cost aspect of the required services by each task (inclusive of labor categories, number of hours, the applicable unit price and the extended prices of each task identified).

2.2 List of personnel utilized for each labor category.

2.3 A cost breakdown for each Contract Line Item that is broken down by Construction Specification Institute (CSI) Division including subcontract costs.

2.4 Subcontract Costs shall be supported in like format or by competitive quotes demonstrating the reasonableness and necessity of the cost.

2.5 Indirect rates will only be those shown on the base contract, with the exception that profit will be separately proposed and negotiated on each task order.

3.0 BASIS OF AWARD

USACE intends to award a firm-fixed price contract to the offeror who can fulfill the requirements specified in the Statement of Work (SOW).

SECTION 00 22 11

PROPOSAL PREPARATION AND EVALUATION CRITERIA

00 22 11 - 2

3.1 Price will be evaluated in accordance with in FAR 15.404-1. A responsibility determination will be made in accordance with FAR 9.104 prior to award.

3.2 Negotiations. It is the government’s intent to award a firm fixed price contract at a fair and reasonable price using the procedures identified in FAR 15.4 Contract Pricing. The purpose of performing cost or price analysis is to develop a negotiation position that permits the contracting officer and the offeror an opportunity to reach agreement on a fair and reasonable price. A fair and reasonable price does not require that agreement be reached on every element of cost. The contracting officer is responsible for exercising the requisite judgment needed to reach a negotiated settlement with the offeror and is solely responsible for the final price agreement.

4.0 ALL OFFERORS ARE ON NOTICE

Only a warranted contracting officer, either a procuring contracting officer (PCO) or an administrative contracting officer (ACO), acting within their delegated limits has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the contracting officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer.

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

CONSTRUCTION COST LIMITATION (CCL)

The construction cost limitation for work under this task order shall not exceed $1,000,000.00

The cost limitation is defined as the maximum total contract sum, which includes all categories of cost (i.e., design, non-design and construction). Offerors are reminded that the contract award shall not exceed the cost limitation.

Offerors are under no obligation to approach the cost limitation. See the CLIN schedule notes for definitions of design and non-design costs.

(End of special contract requirement)

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 90 days. The time stated for completion shall include final cleanup of the premises.

(End of clause)

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 $1,540 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.

(See FAR 36.206 and FAR 11.502)

52.223-9 ESTIMATE OF PERCENTAGE OF RECOVERED MATERIAL CONTENT FOR EPA

DESIGNATED ITEMS (MAY 2008)

(a) Definitions. As used in this clause--

Postconsumer material means a material or finished product that has served its intended use and has been discarded for disposal or recovery, having completed its life as a consumer item. Postconsumer material is a part of the broader category of “recovered material.” Recovered material means waste materials and by-products recovered or diverted from solid waste, but the term does not include those materials and by-products generated from, and commonly reused within, an original manufacturing process.

(b) The Contractor, on completion of this contract, shall--

(1) Estimate the percentage of the total recovered material content for EPA-designated item(s) delivered and/or used in contract performance, including, if applicable, the percentage of post-consumer material content;

and

(2) Submit this estimate to the Contracting Officer.

ADDITIONAL CONTRACT REQUIREMENTS

PROPOSAL ORDER OF PRECEDENCE

(a) The contract includes the standard contract clauses and schedules included in the Request for Proposal. It entails

(1) the solicitation in its entirety, including all drawings, cuts, and illustrations, and any amendments, and (2) the successful offeror’s accepted proposal. The contract constitutes and defines the entire agreement between the Contractor and the Government. No documentation shall be omitted which in any way bears upon the terms of that agreement.

(b) In the event of conflict or inconsistency between any of the provisions of this contract, precedence shall be given in the following order:

(1) Betterments: Any portions of the accepted proposal which both conform to and exceed the provisions of the solicitation.

(2) The provisions of the solicitation. (See also Contract Clause: SPECIFICATIONS AND DRAWINGS FOR

CONSTRUCTION.)

(3) All other provisions of the accepted proposal.

(4) Any design products including, but not limited to, plans, specifications, engineering studies and analyses, shop drawings, equipment installation drawings, etc. These are “deliverables” under the contract and are not part of the contract itself. Design products must conform with all provisions of the contract, in the order of precedence herein.

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989) (ER 415-1-15)

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.

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

3 3 4 4 5 4 3 3 4 3 2 2

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 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)".

CONTRACTOR MANPOWER REPORTING

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The contractor is required to completely fill in all the information in the format using the following web address https://www.ecmra.mil.

The required information includes:

1) Contracting Office, Contracting Officer, Contracting Officer’s Technical Representative

2) Contract number, including task and delivery order number

3) Beginning and ending dates covered by reporting period

4) Contractor name, address, phone number, e-mail address, identity of contractor employee entering data

5) Estimated direct labor hours (including sub-contractors)

6) Estimated direct labor dollars paid this reporting period (including sub-contractors)

7) Total payments (including sub-contractors)

8) Predominant Federal Service Code (FSC) reflecting services provided by contractor (and separate predominant FSC for each sub-contractor) if different

9) Estimated data collection cost

10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the

Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of Reporting this information)

11) Locations where contractor and sub-contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website)

12) Presence of deployment or contingency contract language; and

13) Number of contractor and sub-contractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. Contractors may use a direct XML data transfer to the database server or fill in the fields on the website.

The XML direct transfer is a format for transferring files from a contractor’s systems to the secure web site without the need for separate data entries for each required data element at the web site. The specific formats for the XML direct transfer may be downloaded from the web site. The Contractor Manpower Reporting Worksheet below is provided to each contractor as part of the applicable solicitation or contract and is considered a part of this clause.

NOTE: For in-theater contracts, requiring activities have the option of requiring more frequent reporting.

Information from the secure web site is considered to be proprietary in nature when the contract number and contractor identity are associated with the direct labor hours and direct labor dollars. At no time will any data be released to the public with the contractor name and contract number associated with the data. For internal Army analysis, the reports and queries from the database shall not contain proprietary data. Contact Dr. John Anderson at http://www.ecmra.mil/

703/614-8247, John.Anderson@hdqa.army.mil for any information requests.

CONTRACTOR MANPOWER REPORTING WORKSHEET

GOVERNMENT SUPPLIED INFORMATION:

1. PERIOD OF PERFORMANCE: Beginning and ending dates covered by reporting period.

2. MACOM UIC: The Unit Identification Code (UIC) is supplied by the Army requiring activity

3. Requiring Activity UIC: Organizational title associated with the Unit Identification Code (UIC) for the Army

Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information)

4. Federal Service Code: Predominant Federal Service Code (FSC) reflecting services provided by contractor (and separate predominant FSC for each subcontractor if different)

5. Contracting Office Contact data: Contract number, including task and delivery order number

6. Contracting Officer Representative/Technical Representative contact data:

7. AMSCO: Provided by the Resource Manager or Budget Analyst for the action.

8. Element of Resource (EOR): Provided by the Resource Manager or Budget Analyst for the action.

9. Department: Provided by the Resource Manager or Budget Analyst for the action.

10. Operating Agency (OA): Provided by the Resource Manager or Budget Analyst for the action.

11. Basic Symbol: Provided by the Resource Manager or Budget Analyst for the action.

12. FY Dollars:

13. Total Obligation:

CONTRACTOR OR SUBCONTRACTOR SUPPLIED DATA:

1. Period of performance within reporting period: Beginning and ending dates covered by reporting period

2. Contractor contact information: Contractor name, address, phone number, e-mail address, identity of contractor employee entering data.

3. Total Payment: (including subcontractors)

4. Direct labor hours: (including subcontractors)

5. Direct labor dollars: (including subcontractors)

6. Contractor/Subcontractor data entry flag:

7. Locations where contractor and subcontractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website)

8. Presence of deployment or contingency contract language; and (13) Number of contractor and subcontractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year

Comment: (Contractors may use a direct XML data transfer to the database server or fill in the fields on the website.

The XML direct transfer is a format for transferring files from a contractor’s systems to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website) mailto:John.Anderson@hdqa.army.mil

Section 00 73 46 - Wage Determination

Schedule"General Decision Number: OK20200028 01/03/2020

Superseded General Decision Number: OK20190028

State: Oklahoma

Construction Type: Heavy

County: Tulsa County in Oklahoma.

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

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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 $10.80 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 2020. 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 01/03/2020

ELEC1002-005 06/30/2019

Rates Fringes

ELECTRICIAN......................$ 38.20 29%+6.30

ENGI0627-014 06/01/2019

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 31.05 13.75 Group 2.....................$ 29.35 13.75 Group 3.....................$ 28.80 13.75 Group 4.....................$ 28.00 13.75 Group 6.....................$ 25.65 13.75 Group10.....................$ 22.20 13.75 http://www.dol.gov/whd/govcontracts

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

GROUP 6: ROLLER (ASPHALT AND DIRT)

GROUP 10:OILER

* IRON0584-019 06/01/2019

IRONWORKER (Structural, Reinforcing, and Ornamental).....$ 26.00 15.35

SUOK2012-006 05/18/2012

CEMENT MASON/CONCRETE FINISHER...$ 14.00 3.95

FORM WORKER......................$ 11.77 0.00

LABORER: Common or General......$ 11.37 2.53

LABORER: Pipelayer..............$ 12.94 2.42

OPERATOR: Backhoe/Excavator.....$ 16.62 3.10

OPERATOR: Bulldozer.............$ 17.98 1.75

OPERATOR: Drill.................$ 17.15 0.78

OPERATOR: Grader/Blade..........$ 17.76 3.87

OPERATOR: Loader (Front End)....$ 14.01 0.00

OPERATOR: Mechanic..............$ 19.61 9.39

OPERATOR: Scraper...............$ 16.00 1.55

OPERATOR: Trackhoe..............$ 16.28 1.73

TRUCK DRIVER: Dump Truck........$ 14.64 1.71

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 http://www.dol.gov/whd/govcontracts 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

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

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

END OF GENERAL DECISION

Fry Creek Channel Repair FY20 FRYCREEKREPRFY20

SECTION 01 00 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

This section provides general requirements for the work to be performed to repair the failed streambank slopes/stone protection and concrete encased sanitary sewer at Fry Creek, Bixby, Oklahoma. See Summary of Work below for a general list of items of work. See the specifications and drawings for detailed requirements. This project will be a total turn-key contract with all work being performed by the Contractor. The Contractor shall provide all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, management, quality control, safety measures, and travel necessary to complete all work in accordance with this summary of work, the base MATOC specifications, the task order drawings and specifications, and all other contract documents and requirements. The Government will provide no materials or equipment. The task order specifications and drawings shall supercede the base MATOC specifications if in conflict. Where other contract documents and criteria appear to be in conflict, the Contractor shall consult the Contracting Officer (CO) or Administrative Contracting Officer (ACO), as applicable, for clarification before beginning any work.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 WORK SAFETY

All work shall be performed in accordance with EM 385-1-1 dated 30 November 2014 and all subsequently issued interim changes and errata up to the date of this solicitation and other references as listed herein. Matters of interpretation of the safety standards shall be submitted to the ACO for resolution before starting work. Where the regulations conflict, the most stringent requirements shall apply. The Government stresses the importance of safety on all USACE job sites. If safety violations occur, all work shall cease immediately and no work will resume until all safety violations are corrected. Lost time for safety violations will not be subject to time extensions for contract completion.

1.3.1 The Site Safety and Health Officer (SSHO)

The SSHO may also serve as either the Project Superintendent or the Contractor Quality Control (CQC) System Manager if the individual is fully qualified and properly documented to serve in both roles as required by this contract. The CQC System Manager may not serve as the Project Superintendent.

SECTION 01 00 00 Page 1

1.4 PUBLIC SAFETY

The Contractor shall plan and execute the work to maintain public safety during both active work periods and periods when the Contractor or Government personnel will not be present. The Contractor shall leave the work areas daily in such a manner that public safety is maintained during non-work periods.

1.5 PROJECT SUPERINTENDENT

Identify as Superintendent an individual within the onsite work organization that is responsible for overall management of all construction and related activities and has the authority to act in all on-site construction matters for the Contractor. The Superintendent shall have five years of documented superintendent experience with a minimum of three years documented construction experience earthwork and stone protection construction and/or repair similar to this contract. The Superintendent must have no other duties. The project superintendent shall maintain a physical presence at the site at all times and is responsible for all construction and related activities at the site, including safety and quality control. The Contractor's on-site superintendent shall be accessible to communications from the Government at all times for the duration of this contract as necessary to take action when heavy rains and/or flooding is imminent.

1.6 VERIFICATION OF SITE CONDITIONS

The Contractor shall obtain all required measurements, dimensions, and other necessary information to field verify all existing conditions and dimensions for design and construction. If existing conditions appear to differ from the contract plans and specifications, the Contractor shall immediately inform the ACO in writing before proceeding with any design, manufacturing, or construction processes, including ordering of materials.

Before starting design and construction processes, the Contractor shall photographically document the site conditions and existing structures included in this contract. The Contractor shall provide digital Pre-Construction Photographs of the site and structures to document the initial conditions. See paragraph "Digital Photographs" below for detailed digital photograph requirements. A copy of the 2015 GOCI is available upon request.

1.7 WORK HOURS

The Contractor may only work between 7:00 a.m. and 6:00 p.m. Monday through Friday unless otherwise requested in writing by the Contractor and approved in writing by the ACO.

1.8 GOVERNMENT ACCESS TO FACILITIES

Access to all existing structures, facilities, buildings, dwellings, utilities, and features, both Government and privately owned, shall be provided by the Contractor at all times by whatever means necessary to accommodate the normal activities of Government employees. The Government retains right of access to all Government property regardless of the stage of construction.

1.9 DIGITAL PHOTOGRAPHS

In addition to the pre-construction photographs, the Contractor shall take

SECTION 01 00 00 Page 2 digital photographs throughout the duration of the contract to document differing site conditions, sequence of work, progress of work, and quality of work. Take a minimum of 20 photographs each week from a minimum of ten points of view from locations as agreed with the ACO. Submit a sketch with each set of photographs indicating points of view. Submit photographs and location sketches with each monthly invoice. Submit photographs by either email or through the Government's AMRDEC information transfer system.

AMRDEC system information and transfer methods will be provided to the contractor after contract award. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided as a digital file with every new set of photographs. All file names shall include a date designator. Cross reference submitted photographs in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government. Each digital photograph shall be 20 megapixel minimum resolution color in JPEG file format.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 SUMMARY OF WORK

In general, this project consists of the following summarized components:

1. Removal and relocation of existing stone protection and random materials, soils, and silts; grading, and compaction of areas to receive fill and stone protection;

2. Stabilization of existing concrete ramp by placement of 600 psi ODOT Controlled Low-Strength Material (CLSM) and formwork;

3. 9" bedding and 24" riprap stone protection of channel/slopes;

3. Finish grading; and

4. Placement and establishment of topsoil and bermuda sod.

3.2 CONTRACTOR STAGING AREA

The Government will designate a staging area for Contractor use. The Contractor shall provide all necessary construction facilities and utilities (if necessary). The Government will provide no facilities or utilities. The Contractor shall obliterate all construction facilities and return the entire area to its pre-contract state (including grading and turfing, as necessary) before the contract is deemed to be complete by the Government. Payment may be withheld pending acceptable obliteration of construction facilities.

3.3 PROTECTION OF GOVERNMENT PROPERTY

In addition to all contract requirements to protect Government property, both Federal and City/local, the Contractor shall take particular care to protect existing concrete encased sanitary sewer, concrete headwall, and all adjacent items/structures that are not part of this contract. The Contractor shall not drill holes, place anchors, or otherwise alter or deface any existing structures.

SECTION 01 00 00 Page 3

3.4 DAILY REMOVAL OF STOCKPILED MATERIALS

All stockpiles of excavated materials, rubble, and debris must be removed daily and not allowed to accumulate on site.

3.5 CLEAN UP

After completion of construction, the Contractor shall ensure all Contractor-generated construction debris and waste is removed from Government property. In particular, if any construction materials or debris falls into the Fry Creek channel the Contractor will be required to remove the debris at the Contractor's sole expense.

-- End of Section --

SECTION 01 00 00 Page 4

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

Payment items for all work in this contract for which payments will be made are listed on the PROPOSAL SCHEDULE in SECTION 00 11 00 and described below. All costs for items of work which are not specifically mentioned to be included in a particular payment item price shall be included in the listed payment item price most closely associated with the work involved.

Payment for the items listed below shall constitute full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management and performing all associated Contractor quality control, environmental protection, safety requirements, tests and reports, and performing all work required for which separate payment is not otherwise provided.

1.1 UNCLASSIFIED EXCAVATION

MEASUREMENT

Unclassified excavation shall be measured by the cubic yard and shall be calculated as the difference in volume between the initial and final surfaces determined by surveys performed by a Registered Land Surveyor.

The initial surface is defined as the area prior to any excavation or other movement of existing materials. The final surface is after excavation to the neatlines shown on the drawings. Measurement shall not include any volume excavated without authorization or the volume of any material used for purposes other than directed. The measurement will not include the volume of any excavation performed before the initial surface is surveyed.

Quantities shall be calculated using Bentley Systems Inroads software. The files for the digital terrain model shall be generated using ASCII data files in the form of point name, easting, northing, elevation for random points and point name, easting, northing, elevation, pen code (with 1 for beginning of breakline followed by zero's for remaining points) for breakline points. The ASCII data files shall be submitted with each progress payment request.

PAYMENT

Payment will be made at the contract unit price per cubic yard for the bid item "Unclassified Excavation," which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required for excavation, hauling, placing, and disposing of excavated materials as shown on the drawings. Any additional loading, unloading, hauling, handling, temporary stockpiling, and processing/spreading and related miscellaneous operations will be considered subsidiary to Unclassified Excavation.

1.2 9" BEDDING

MEASUREMENT

Measurement of bedding shall be based on the number of tons (2000 lb), as

SECTION 01 22 00 Page 1 indicated by original weigh tickets provided to the ACO at the same time as delivery on site, of bedding acceptably placed in the completed work.

Deductions will be made for any material wasted, unused, rejected, or used for the convenience of the Contractor.

PAYMENT

Payment for work pertaining to the placement of bedding will be made at the contract unit price per ton for the payment item "9" Bedding" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly furnish and place the bedding, including transportation of materials to the site. No payment will be made for excess thickness or for materials required to replace material lost by rain wash, wave action, or otherwise disturbed.

1.3 24" RIPRAP

MEASUREMENT

Measurement of riprap shall be based on the number of tons (2000 lb), as indicated by original weigh tickets provided to the ACO at the same time as delivery on site, of riprap acceptably placed in the completed work.

Deductions will be made for any material wasted, unused, rejected, or used for the convenience of the Contractor.

PAYMENT

Payment for work pertaining to the placement of riprap will be made at the contract unit price per ton for the payment item "24" Riprap" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly furnish and place the riprap, including transportation of materials to the site. No payment will be made for excess thickness or for materials required to replace material lost by rain wash, wave action, or otherwise disturbed.

1.4 ALL WORK EXCEPT AS LISTED SEPARATELY

MEASUREMENT

These items and work shall not be separately measured.

PAYMENT

Payment will be made at the contract job price for the item "All Work Except As Listed Separately" which price shall include, but not be limited to, full compensation for properly completing all CLSM placement, finish grading, topsoil, sodding, final clean-up, and all other subsidiary work required as stated in the plans and specifications.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 22 00 Page 2

SECTION 01 32 16

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

This specification supercedes the project schedule requirements in the base

MATOC.

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16 Page 1

1.3.2 Schedule Submittals and Procedures

Submit Schedules and updates on electronic media that is acceptable to the Contracting Officer.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the…