RFQW912PP19Q0011.pdf

ENVIRONMENTAL ENGINEERING SECTION

4101 JEFFERSON PLAZA NE

ALBUQUERQUE NM 87109-3435

TEL: FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912PP19Q0011 06-Nov-2018 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

US ARMY ENGINEER DISTRICT, ALBUQUERQUE

6200 JEFFERSON STREET NE

ALBUQUERQUE NM 87109-3435

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

16-Nov-2018(Date)

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

575-652-4135GLENDA D KOHLIEBER

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W912PP19Q0011

Section B - Supplies or Services and Prices

SUBMISSION INSTRUCTIONS

Please submit offers to Glenda Kohlieber via e-mail at glenda.d.kohlieber@usace.army.mil.

The Government intends to award a Firm, Fixed-Price service contract, resulting from this solicitation to the responsible Offeror with the lowest acceptable price.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Subsurface Investigation,Taxiway Bravo

FFP

Contractor shall furnish all labor, management, equipment, supplies, and materials needed to perform the Subsurface Investigation for Taxiway Bravo, at Cannon Air Force Base, Curry County, New Mexico, in strict accordance with the attached Performance Work Statement. Price includes all applicable Federal, State, and Local taxes. Points of contact for this project are Matthew Bonner (505)342-3173 and Fred Schelby (505) 342-3375.

FOB: Destination

NET AMT

SAM

****************Note to Offeror****************

The System for Award Management (SAM) registration (formerly CCR) should be completed prior to award of any resultant contract from the RFQ. Failure to have this registration completed could cause delay of award or rejection of offer. To complete or update a SAM registration, go to www.sam.gov.

Please provide the following information with quote:

Dun & Bradstreet Number: ______________________ Federal Tax ID Number: ______________________

CAGE Code: ______________________

Section C - Descriptions and Specifications

PWS

PERFORMANCE WORK STATEMENT (PWS)

Cannon AFB Subsurface Investigation for Taxiway Bravo Pavement Repair

PART 1

GENERAL INFORMATION

1.0 General: This is a non-personal services contract to provide auger drilling, standard penetration testing (SPT), soil sampling and soil testing. The Government shall not exercise any control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the primary contractor who, in turn is responsible to the Government.

1.1 Description of Services/Introduction: The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform auger drilling, standard penetration testing (SPT), soil sampling and soil testing as defined in this Performance Work Statement (PWS) except for those items specified as Government furnished property and services. The contractor shall perform to the standards in this contract.

1.2 Background: This performance work statement (PWS) details the contractual work required for coring and auger drilling for the proposed airfield PCC and HMAC shoulders for the Taxiway Bravo project on Cannon AFB in Curry County near Clovis, NM. Groundwater is not expected to be encountered.

1.3 Objective: The objective of the proposed investigation and sampling is to characterize existing subsurface soil properties beneath and adjacent to Taxiway Bravo, to include;

Auger drilling and drive sampling Collection of soil samples (via split spoon and test pit) Testing of soil samples by a USACE Validated laboratory Plate load testing Submission of test results to USACE, Albuquerque District Submission of geotechnical report to USACE, Albuquerque District

1.4 Scope: The Contractor shall provide contractor furnished equipment (CFE), manpower, transportation, supervision, and other items and non-personal services necessary to perform investigation operations as defined in this PWS, except for those items specified as Government furnished equipment (GFE) or property. The Contractor shall perform to the standards in this contract.

1.5 Period of Performance: All work, including submission of Geotechnical report and all lab data, shall be completed within 45 calendar days after Contract Award. Geotechnical report and all lab data shall be presented as detailed below to the Government no later than 30 calendar days after investigation operations have completed.

1.6 General Information:

1.6.1 Place of Performance: The work to be performed under this contract will be performed at Cannon Air Force Base in Clovis, New Mexico. A detailed location is shown on the attached investigating site plan.

1.6.2 Type of Contract: The Government will award a Firm Fixed-Price, Performance-based contract for the services described herein.

1.6.3 Hours of Operation: The contractor is responsible for conducting business between the hours of 7:00am to 5:00pm Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. For other than firm fixed price contracts, the contractor will not be reimbursed when the Government facility is closed for the above reasons.

The contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.6.4 Recognized Holidays: The following holidays are recognized as Federal holidays and Government offices will not be open. It is not required for the Contractor to perform services on these holidays.

New Year’s Day Labor Day Martin Luther King Jr.’s Birthday Columbus Day President’s Day Veteran’s Day Memorial Day Thanksgiving Day Independence Day Christmas Day

1.6.5 Quality Control: The contractor shall develop and maintain an effective Quality Control Program (QCP) to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s QCP is the means by which he assures himself that his work complies with the requirement of the contract.

1.6.6 Quality Assurance: The Government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum satisfactory performance thresholds.

1.6.7 Security Requirements: Contractor is required to follow any and all policy/guidelines for access control onto a Military installation and any secure/restricted areas as necessary to complete work. The Contractor shall be responsible for ensuring that all personnel entering Cannon AFB pass any required security checks prior to entry.

1.6.7.1 Physical Security: The contractor shall be responsible for safeguarding all Government equipment, information and property provided for contractor use. At the close of each work period, Government facilities, equipment, and materials shall be secured.

1.6.7.1 Security Requirements: Contractor personnel performing work under this contract shall provide proper identification (e.g. Drivers license) social security number, date of birth, and citizenship information to obtain a site access pass. CAFB personnel will perform a background check prior to pass issuance. All security badges or passes shall be returned to the 49 CES/CEAN Group or designate upon expiration of the badge, upon completion of the project, or when possession of the badge is no longer necessary (e.g., upon removal of contracted personnel from specific projects).

1.6.8 Post Award Conference/Periodic Progress Meetings: The contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5. The Contracting Officer, Contracting Officer’s Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the Contracting officer will apprise the contractor of how the Government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the Government.

1.6.9 Contracting Officer’s Representative (COR): A COR may be appointed by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract: perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; issue written interpretations of technical requirements, including Government drawings, designs, specifications; monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies;

coordinate availability of Government furnished property, and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting contract.

1.6.10 Key Personnel: The Albuquerque District Technical Point of Contact (POC) for this work will be:

Carlos A. Aragon

EC-GG

USACE Albuquerque District 4101 Jefferson Plaza, NE Albuquerque, NM 87109 Telephone Number: (505) 342-3689 Email: Carlos.Aragon@usace.army.mil

The USACE Technical POC is the Government’s representative responsible for the oversight of the project. Question regarding technical issues under this contract should be directed to this individual. The USACE Technical POC does not have the authority to change the terms or conditions of this contract, including time or cost.

The contractor shall provide a Contract Manager who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the Contracting Officer. The Contract Manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The Contract Manager or alternate shall be available between 8:00 a.m. to 4:30p.m., Monday thru Friday except Federal holidays or when the Government facility is closed for administrative reasons. Qualifications for all key personnel are listed below:

1.6.10.1 Contract Manager and Alternate

1.6.10.1.1 The Contract Manager and Alternate must have 24 semester hours in mathematical, engineering, and/or quantitative analysis courses; 15 or more years cost analysis experience; and familiarity with Defense Department Data Sources (e.g. cost and software data reporting, EVM)

1.6.11 Identification of Contractor Employees: All contract personnel attending meetings, answering Government telephones, and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed.

1.6.12 Data Rights: The Government has unlimited rights to all documents/material produced under this contract. All documents and materials, to include the source codes of any software, produced under this contract shall be the property of the Government with all rights and privileges of ownership/copyright belonging exclusively to the Government. These documents and materials may not be used or sold by the contractor without written permission from the Contracting Officer. All materials supplied to the Government shall be the sole property of the

Government and may not be used for any other purpose. This right does not abrogate any other Government rights.

1.6.13 Organizational Conflict of Interest: Contractor and subcontractor personnel performing work under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5. The contractor shall notify the Contracting Officer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the Contracting Officer to avoid or mitigate any such OCI. The contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the Contracting Officer unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may affect other remedies as he or she deems necessary, including prohibiting the contractor from participation in subsequent contracted requirements which may be affected by the OCI.

1.6.14 Safety:

1.6.14.1 U.S. Army Corps of Engineers’ Safety and Health Requirements Manual, EM 385-1-1 and OSHA Requirements: The contractor will be required to comply with all pertinent provisions of the latest version of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, in effect on the date of the contract award. EM 385-1-1 and its changes are available at http://publications.usace.army.mil/publications by selecting Engineer Manuals, EM 385-1-1 “Safety and Occupational Health”. The Contractor must also comply with Occupational Safety and Health Act (OSHA) standards. OSHA standards are subject to change. It is the Contractor's responsibility to maintain familiarity with current OSHA standards.

1.6.14.2 Zero Accident Program: The Albuquerque District, in its continual pursuit of excellence in safety has established a goal of zero contractor injuries. To attain this goal it will be necessary for the contractor management personnel to communicate to the workers an expectation of zero injuries; that it is no longer acceptable to take chances; that shortcuts taken because of laziness or even while trying to do an efficient job are no longer welcomed; that praise for shortcuts or chance-taking will not exist. It is imperative that contractor management clearly sets forth the expectation for zero injuries so that the workers can begin to believe that the company is truly serious about safety. From the standpoint of worker psychology, zero is the only supportable goal. In attaining zero-injury performance, there is no substitute for the concept of setting and communicating safety performance expectations to the workers.

1.6.14.3 Potential to Encounter Petroleum Hydrocarbons: The Contractor is hereby notified that soils impacted by petroleum hydrocarbons have been identified in the subsurface at Cannon AFB. No known areas of soils impacted by petroleum hydrocarbons have been identified at the project site for the investigation activities pertaining to this PWS. However, there is the potential of encountering hydrocarbon compounds, such as 1,2,3-trimethylbenzene, benzene, ethylbenzene, isopropylbenzene, toluene, total xylens, and total petroleum hydrocarbons as both gasoline range organics and diesel range organics on the project site during investigation operations for this project. Also, it is unknown if possible contaminant concentrations, if encountered, will be above action levels established by the New Mexico Environment Department or the Utility Worker Direct Contact values for soil material. If any soils encountered at the site are suspected to be potentially impacted by petroleum hydrocarbons, then drill will be stopped IMMEDIATELY and personnel will clear the immediate work area. Also, the Contractor shall immediately notify the Contracting Officer and the USACE Albuquerque District Environmental Engineering Office (Bruno Quirici, (505) 342-3200) when any petroleum hydrocarbon contaminated environmental media consisting of, but not limited to: ground water, soils, and sediments is encountered in the project boundaries.

PART 2

DEFINITIONS & ACRONYMS

2.0 Definitions and Acronyms:

2.1 Definitions:

2.1.1 Contractor: A supplier or vendor awarded a contract to provide specific supplies or service to the Government. The term used in this contract refers to the prime.

2.1.2 Contracting Officer (KO): A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the Government.

Note: The only individual who can legally bind the Government.

2.1.3 Contracting Officer’s Representative (COR): An employee of the U.S. Government appointed by the Contracting Officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4 Defective Service: A service output that does not meet the standard of performance associated with the Performance Work Statement.

2.1.5 Deliverable: Anything that can be physically delivered, but may include non-manufactured things such as meeting minutes or reports.

2.1.6 Key Personnel: Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the Key Personnel listed in the PWS. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.7 Physical Security: Actions that prevent the loss or damage of Government property.

2.1.8 Quality Assurance (QA): The Government procedures to verify that services being performed by the contractor are performed according to acceptable standards.

2.1.9 Quality Assurance Surveillance Plan (QASP): An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.10 Quality Control (QC): All necessary measures taken by the contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.11 Subcontractor: One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

2.1.12 Work Day: The number of hours per day the contractor provides services in accordance with the contract.

2.1.12 Work Week: Monday through Friday, unless specified otherwise.

2.2 Acronyms:

ACOR Alternate Contracting Officer's Representative AFARS Army Federal Acquisition Regulation Supplement AR Army Regulation ASTM American Society for Testing and Materials BGS Below Ground Surface CAFB Cannon Air Force Base CBR California Bearing Ratio CCE Contracting Center of Excellence CFR Code of Federal Regulations CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer Representative COTR Contracting Officer's Technical Representative COTS Commercial-Off-the-Shelf DA Department of the Army DD250 Department of Defense Form 250 (Receiving Report) DD254 Department of Defense Contract Security Requirement List DFARS Defense Federal Acquisition Regulation Supplement DMDC Defense Manpower Data Center DOD Department of Defense FAR Federal Acquisition Regulation HIPAA Health Insurance Portability and Accountability Act of 1996 KO Contracting Officer OCI Organizational Conflict of Interest OCONUS Outside Continental United States (includes Alaska and Hawaii) ODC Other Direct Costs PIPO Phase In/Phase Out POC Point of Contact PRS Performance Requirements Summary PWS Performance Work Statement QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Program SPT Standard Penetration Test TE Technical Exhibit USACE U.S. Army Corps of Engineers

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3.0 Government Furnished Items and Services:

3.1 Services: The Government Representative will provide access to the site, provide maps and ground marking of the locations for the subsurface investigation and soil sampling and shall oversee the Plate Load Testing to ensure compliance with this PWS. The Government will not provide any materials or equipment for any activities described in this PWS.

PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4.0 Contractor Furnished Items and Responsibilities:

4.1 General : The contractor shall furnish all power, supplies, equipment, facilities and services required to perform work under this contract that are not listed under Section 3 of this PWS. The Contractor shall attain and keep an active New Mexico 811 ticket at all times during drilling.

4.2 Materials: The Contractor shall furnish all materials required to perform work under this contract. 5-gallon plastic bucket(s) with gasket lid(s) shall be provided for each bulk sample.

Contractor shall also supply all flagging and other safety measures required by Cannon Air Force Base to be placed on equipment during operation on the airfield.

4.3 Equipment: The contractor shall supply all equipment necessary to perform the contract requirements described in this PWS. Drilling rig shall be capable of up to 10,230 foot-pounds of torque (CME-75 or equivalent).

Drilling shall be by hollow stem auger methods (no less than 3 inches ID hollow stem).

Contractor’s auger drill equipment furnished to the job site shall be capable of drilling through the materials described above. The drilling Contractor shall have a sufficient supply of drill casing at the work site to drill to a maximum depth as specified in this scope of work. Equipment to be furnished by the drill Contractor for split barrel drive sampling shall include a minimum of two each standard 1 3/8-inch ID y 24-inch long split barrel drive samplers and all supplies and accessories to accomplish the drive sampling as directed. The drive shoe for the split barrel samplers shall be of hardened steel and shall be replaced or repaired when it becomes dented or distorted. Baskets shall be used in the spoons where necessary and replaced as needed. Material shall either be prevented from feeding into the augers, such as with a center auger bit, or the boring shall be cleaned of all cuttings and slough material before drive sampling with a 3-inch OD clean-out spoon. The sample barrel shall be driven by an automatic drive hammer with a free fall of 30 inches with a 140-pound hammer. Catheads are not to be used for SPTs without government approval and without a submitted hammer calibration less than one year old and specific to the on-site operator.

4.4 Government Safety Requirements: The contractor shall submit their written Accident Prevention Program to the Contracting Officer for evaluation and acceptance. The plan must be submitted and approved before any on-site work begins.

4.4 Coordination: The Contractor shall be responsible for coordination of work activities through the POC to ensure that a Government Representative will meet the Contractors personnel in a designated location such that the Government Representative can ensure access to the site.

PART 5

SPECIFIC TASKS

5.0 Specific Tasks:

The Contractor shall complete the specific tasks outlined in this PWS.

5.1 Work Plan: The Contractor shall submit a work plan that includes a site specific Health and Safety Plan. The Work Plan shall also include a sample of the lab data sheets for POC approval. Other items that shall be included are (but not limited to): types of equipment being used, personnel that will be onsite, planned investigation and sampling procedures, backfilling procedures, etc. The work plan shall be submitted at least 10 days prior to the start of the investigation.

5.2 Investigation Requirements:

5.2.1 General Requirements: All work, including submission of all lab data, shall be completed within 45 calendar days after Contract Award. The Government Representative (GR) will be responsible for locating each investigation location. Flight line clearance and digging permits shall be obtained by the Contractor before start of investigation operations. The contractor shall obtain and keep an active New Mexico 811 ticket for the duration of investigation, per the New Mexico Excavation Law.

5.2.2 Site Acess: The Contractor shall obtain site access on to the base and the project location on the airfield and all personnel that will be operating a motor vehicle on or near the airfield shall obtain an airfield driver’s license. The POC at CAFB for coordinating site access and obtaining an airfield driver’s license is Brandy Scurlock – (575)-904-5350.

5.2.3 Auger Drilling and Sampling: All drilling and soil sampling shall meet the requirements detailed below. A total of Not to Exceed (NTE) 50 linear feet shall be auger drilled.

Five holes (AD-01 through AD-05) shall be auger drilled to 10 feet below ground surface (BGS).

See attached boring plan for approximate locations. Drive (SPT) samples shall be taken at 2.5 feet intervals to 10 feet below ground surface. Exact locations of boreholes will be determined in the field by the Government. It is recognized that prior to or as the investigation is conducted, it may be necessary to modify the plan in order to fully investigate the characteristics of the subsurface encountered. All of the holes created in natural soils not encountering groundwater shall be backfilled with cuttings. All holes encountering groundwater shall be backfilled with a tremie placed neat cement slurry or bentonite based plugging material. All work shall be performed in an environmentally acceptable manner conforming to existing Federal, State, and Local regulations. All drillers shall be licensed by the state in which work is being performed.

Drive sampling (SPT) shall be in accordance with ASTM D 1586, Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils.

5.2.4 Plate Load Tests: Three plate load tests shall be performed in the locations shown on the investigation plan. Each plate load test shall be performed as described in CRD-C 655-95.

5.2.5 Test Pits: Three test pits shall be performed in the locations of the plate load tests shown on the investigation plan. At each location, a bulk sample shall be collected from soils between 2 and 3 feet below ground surface, after the plate load test is completed. Test pits shall be performed with hand tools or small powered auger or hand auger only.

5.2.6 Soils Testing: All laboratory testing shall be in accordance with applicable publications as shown in Part 6 below. All laboratory testing shall be performed at a U.S. Army Corps of Engineers (USACE) certified laboratory. A list of validated laboratories can be found at the following link:

https://www.erdc.usace.army.mil/Media/Fact-Sheets/Fact-Sheet-Article- View/Article/476661/materials-testing-center/

The laboratory shall comply with ASTM-D-5255, Certification of Personnel Engaged in the Testing of Soil and Rock.

5.2.6.1 CBR Testing: A total of 3 Bulk Samples shall be tested. Each Bulk Sample shall be tested for grain size (ASTM C136 no hydrometer), liquid limit (ASTM D 4318), plastic limit (ASTM D 4318), and classification (ASTM D 2487). Bulk Samples shall also be tested in accordance with ASTM standards for determination of California Bearing Ratio (ASTM D 1883). The CBR test shall be determined by the method of following the procedures of ASTM D 1557, Laboratory Compaction Characteristics of Soil Using Modified Effort, but by varying the blows per layer to produce densities above and below 100% maximum dry density as determined using ASTM D1557. The CBR value shall be determined by plotting three points of Dry Density (all at the same molded water content) versus Corrected CBR using 10, 25, and 56 blows for compaction of molded specimens at each of the three points.

A best-fit line shall be plotted through these three points and used to determine the CBR value of the soil for the dry density equivalent to 95% maximum dry density as determined by ASTM D 1557. The bearing ratio reported for the soil is normally the one at 0.100 in.

penetration. When the ratio at 0.200 in. penetration is greater, rerun the test.

5.1.2.5 Reporting: Reporting of soils test results shall conform to section 13 of ASTM D 2487.

Plots of the cumulative particle size distribution curves shall be included. Reports shall be in one hard copy and one electronic (CD/DVD).

5.6 Cost Schedule: The Contractor shall provide a cost breakdown as follows:

Item No. Schedule of Supplies/Service Quantity U/M1 Unit Price Amount

Work Plan and Health and Safety Plan / CAFB Dig Permit

1 LS

0002 Mobilization & Demobilization 1 LS

Auger Drilling & Sampling

(ASTM D6151)

50 LF

Drive Sampling - SPT

(ASMT D1586)

25 EA

0005 Test Pits 1 LS

Plate Load Test

(CRD-C 655)

3 EA

0007 Standby Time 8 HR

Particle-Size Analysis

(ASTM C136)

28 EA

Atterberg Limits

(ASTM D 4318)

28 EA

U.S.C.S. Soil Classification

(ASTM D 2487)

28 EA

California Bearing Ratio

(ASTM D 1883)

3 EA

Soil Moisture Content

(ASTM D2216)

25 EA

NM Gross Receipts Tax (6.125%)

LS

U/M – unit of measure (EA – each HR – hour LF – linear foot LS - lump sum)

PART 6

APPLICABLE PUBLICATIONS

6.0 Applicable Publications

6.1 The contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures and USACE Safety Manual, EM 385 1-1

6.2 All soils testing shall be performed in accordance with the current editions of the regulations below:

ASTM C136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM

D1557

Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort

ASTM

D1883

Standard Test Method for California Bearing Ratio (CBR) of Laboratory- Compacted Soils

ASTM

D2487

Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

ASTM

D4220

Standard Practices for Preserving and Transporting Soil Samples

ASTM

D4318

Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils

ASTM

D5255

Standard Practice for Certification of Personnel Engaged in the Testing of Soil and Rock

ASTM

D1586

Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils

ASTM

D6151

Standard Practice for Using Hollow-Stem Augers for Geotechnical Exploration and Soil Sampling

ASTM

D2216

Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass

CRD-C 655 Standard Test Method for Determining the Modulus of Soil Reaction

PART 7

ATTACHMENT/TECHNICAL EXHIBIT LISTING

7.0 Attachment/Technical Exhibit List:

7.1 Attachment 1/Technical Exhibit 1 – Performance Requirements Summary

7.2 Attachment 2/Technical Exhibit 2 – Deliverables Schedule

7.3 Attachment 3/Technical Exhibit 3 – Site Map, Approximate Investigation Locations.

TECHNICAL EXHIBIT 1

Performance Requirements Summary The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum satisfactory levels of service required for each requirement. These thresholds are critical to mission success.

Performance Objective

Standard Performance Threshold

Method of

Surveillance

Task # 1 Auger Drilling and Sampling as per Part 5 of this PWS (Specific Tasks).

ASTM D6151,

ASTM D1586

Execution of anything less than all required Standard Penetration Testing and Split Barrel Sampling.

100% Monitoring & Inspection

Task #2 Plate Load Testing as per Part 5 of this PWS (Specific Tasks).

CRD-C 655-95 Execution of anything less than all required test pit and bulk sample collection.

100% Monitoring & Inspection

Task #3 Test Pit Excavation and Bulk Sample Collection as per Part 5 of this PWS (Specific Tasks).

Part 5 of this PWS Execution of anything less than all required test pit and bulk sample collection.

100% Monitoring & Inspection

Task # 4 Particle-Size Analysis as stated in Part 5 (Specific Tasks).

ASTM C136 Lab report shall be completed and sent to the government within 30 days of completion of site investigation.

100% Monitoring & Inspection

Task # 5 Liquid Limit and Plastic Limit (Atterberg Limits) as stated in Part 5 (Specific Tasks).

ASTM D4318 Lab report shall be completed and sent to the government within 30 days of completion of site investigation.

100% Monitoring & Inspection

Task # 6 USCS Soil Classification

ASTM D2487 Lab report shall be government within 30 days of completion of site investigation.

100% Monitoring & Inspection

Task # 7 Soil Moisture Content as stated in Part 5 (Specific Tasks).

ASTM D2216 Lab report shall be government within 30 days of completion of site investigation.

100% Monitoring & Inspection

Task # 8 California Bearing Ratio

ASTM D1883 Lab report shall be government within 30 days of completion of site investigation.

100% Monitoring & Inspection

TECHNICAL EXHIBIT 2

DELIVERABLES SCHEDULE

Deliverable Frequency # of Copies Medium/Form at Submit To Health and Safety Plan

Must be submitted for evaluation and acceptance before any on-site work begins.

PDF

Carlos A. Aragon, P.E.

4101 Jefferson

Plaza Albuquerque, NM

87109

Carlos.Aragon@usa ce.army.mil

Work Plan Must be submitted for evaluation and acceptance before any on-site work begins.

PDF

All complete lab data reports.

Within 30 days of completion of site investigation.

1 PDF

TECHNICAL EXHIBIT 3

SITE MAP & INVESTIGATION LOCATIONS

(Attached Separately)

WAGE DETERMINATION

WD 15-5457 (Rev.-8) was first posted on www.wdol.gov on 07/10/2018

REGISTER OF WAGE DETERMINATIONS UNDER | U.S. DEPARTMENT OF LABOR

THE SERVICE CONTRACT ACT | EMPLOYMENT STANDARDS ADMINISTRATION

By direction of the Secretary of Labor | WAGE AND HOUR DIVISION

| WASHINGTON D.C. 20210

| Wage Determination No.: 2015-5457 Daniel W. Simms Division of | Revision No.: 8 Director Wage Determinations| Date Of Revision: 07/03/2018 Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Service Contract Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

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

Area: New Mexico Counties of Curry, Lea, Quay, Roosevelt, Union **Fringe Benefits Required Follow the Occupational Listing**

OCCUPATION CODE - TITLE FOOTNOTE RATE

01000 - Administrative Support And Clerical Occupations 01011 - Accounting Clerk I 13.91 01012 - Accounting Clerk II 15.62 01013 - Accounting Clerk III 17.47 01020 - Administrative Assistant 24.45 01035 - Court Reporter 16.93 01041 - Customer Service Representative I 11.25 01042 - Customer Service Representative II 12.66 01043 - Customer Service Representative III 13.81 01051 - Data Entry Operator I 12.27 01052 - Data Entry Operator II 13.38 01060 - Dispatcher, Motor Vehicle 18.56 01070 - Document Preparation Clerk 13.27 01090 - Duplicating Machine Operator 13.27 01111 - General Clerk I 11.75 01112 - General Clerk II 16.25 01113 - General Clerk III 16.70 01120 - Housing Referral Assistant 19.21 01141 - Messenger Courier 9.99 01191 - Order Clerk I 12.16 01192 - Order Clerk II 13.27 01261 - Personnel Assistant (Employment) I 15.22 01262 - Personnel Assistant (Employment) II 17.32 01263 - Personnel Assistant (Employment) III 18.97 01270 - Production Control Clerk 23.63 01290 - Rental Clerk 13.42 01300 - Scheduler, Maintenance 15.37 01311 - Secretary I 15.37 01312 - Secretary II 17.77 01313 - Secretary III 19.21 01320 - Service Order Dispatcher 16.59 01410 - Supply Technician 24.45 01420 - Survey Worker 16.36 01460 - Switchboard Operator/Receptionist 11.82 01531 - Travel Clerk I 11.15 01532 - Travel Clerk II 12.06 01533 - Travel Clerk III 13.19 01611 - Word Processor I 13.27 01612 - Word Processor II 14.89

01613 - Word Processor III 16.66 05000 - Automotive Service Occupations 05005 - Automobile Body Repairer, Fiberglass 20.66 05010 - Automotive Electrician 19.89 05040 - Automotive Glass Installer 18.62 05070 - Automotive Worker 18.62 05110 - Mobile Equipment Servicer 16.12 05130 - Motor Equipment Metal Mechanic 21.12 05160 - Motor Equipment Metal Worker 18.62 05190 - Motor Vehicle Mechanic 21.40 05220 - Motor Vehicle Mechanic Helper 14.89 05250 - Motor Vehicle Upholstery Worker 17.39 05280 - Motor Vehicle Wrecker 18.62 05310 - Painter, Automotive 19.89 05340 - Radiator Repair Specialist 18.62 05370 - Tire Repairer 12.90 05400 - Transmission Repair Specialist 21.12 07000 - Food Preparation And Service Occupations 07010 - Baker 11.93 07041 - Cook I 10.53 07042 - Cook II 12.50 07070 - Dishwasher 9.02 07130 - Food Service Worker 9.23 07210 - Meat Cutter 13.13 07260 - Waiter/Waitress 8.79 09000 - Furniture Maintenance And Repair Occupations 09010 - Electrostatic Spray Painter 22.89 09040 - Furniture Handler 13.01 09080 - Furniture Refinisher 22.89 09090 - Furniture Refinisher Helper 16.40 09110 - Furniture Repairer, Minor 19.77 09130 - Upholsterer 22.89 11000 - General Services And Support Occupations 11030 - Cleaner, Vehicles 9.67 11060 - Elevator Operator 9.67 11090 - Gardener 14.91 11122 - Housekeeping Aide 11.51 11150 - Janitor 11.51 11210 - Laborer, Grounds Maintenance 11.29 11240 - Maid or Houseman 9.88 11260 - Pruner 9.81 11270 - Tractor Operator 14.23 11330 - Trail Maintenance Worker 11.29 11360 - Window Cleaner 12.29 12000 - Health Occupations 12010 - Ambulance Driver 16.15 12011 - Breath Alcohol Technician 18.12 12012 - Certified Occupational Therapist Assistant 29.08 12015 - Certified Physical Therapist Assistant 24.27 12020 - Dental Assistant 15.10 12025 - Dental Hygienist 41.58 12030 - EKG Technician 30.71 12035 - Electroneurodiagnostic Technologist 30.71 12040 - Emergency Medical Technician 16.15 12071 - Licensed Practical Nurse I 18.62 12072 - Licensed Practical Nurse II 20.83 12073 - Licensed Practical Nurse III 23.23 12100 - Medical Assistant 13.56 12130 - Medical Laboratory Technician 18.93 12160 - Medical Record Clerk 12.64 12190 - Medical Record Technician 14.89 12195 - Medical Transcriptionist 17.14 12210 - Nuclear Medicine Technologist 39.53 12221 - Nursing Assistant I 11.33 12222 - Nursing Assistant II 12.74 12223 - Nursing Assistant III 13.90 12224 - Nursing Assistant IV 15.61 12235 - Optical Dispenser 15.40 12236 - Optical Technician 15.46 12250 - Pharmacy Technician 14.75

12280 - Phlebotomist 13.37 12305 - Radiologic Technologist 25.53 12311 - Registered Nurse I 24.19 12312 - Registered Nurse II 29.61 12313 - Registered Nurse II, Specialist 29.61 12314 - Registered Nurse III 35.83 12315 - Registered Nurse III, Anesthetist 35.83 12316 - Registered Nurse IV 42.91 12317 - Scheduler (Drug and Alcohol Testing) 22.00 12320 - Substance Abuse Treatment Counselor 24.28 13000 - Information And Arts Occupations 13011 - Exhibits Specialist I 16.34 13012 - Exhibits Specialist II 20.25 13013 - Exhibits Specialist III 24.77 13041 - Illustrator I 16.34 13042 - Illustrator II 20.25 13043 - Illustrator III 24.77 13047 - Librarian 22.42 13050 - Library Aide/Clerk 10.33 13054 - Library Information Technology Systems 20.25 Administrator 13058 - Library Technician 14.76 13061 - Media Specialist I 14.62 13062 - Media Specialist II 16.34 13063 - Media Specialist III 18.23 13071 - Photographer I 13.30 13072 - Photographer II 15.63 13073 - Photographer III 18.41 13074 - Photographer IV 22.53 13075 - Photographer V 27.26 13090 - Technical Order Library Clerk 15.49 13110 - Video Teleconference Technician 14.97 14000 - Information Technology Occupations 14041 - Computer Operator I 13.98 14042 - Computer Operator II 15.64 14043 - Computer Operator III 19.48 14044 - Computer Operator IV 21.63 14045 - Computer Operator V 23.96 14071 - Computer Programmer I (see 1) 22.18 14072 - Computer Programmer II (see 1) 27.50 14073 - Computer Programmer III (see 1) 14074 - Computer Programmer IV (see 1) 14101 - Computer Systems Analyst I (see 1) 14102 - Computer Systems Analyst II (see 1) 14103 - Computer Systems Analyst III (see 1) 14150 - Peripheral Equipment Operator 13.98 14160 - Personal Computer Support Technician 21.63 14170 - System Support Specialist 30.21 15000 - Instructional Occupations 15010 - Aircrew Training Devices Instructor (Non-Rated) 27.98 15020 - Aircrew Training Devices Instructor (Rated) 34.92 15030 - Air Crew Training Devices Instructor (Pilot) 41.21 15050 - Computer Based Training Specialist / Instructor 27.98 15060 - Educational Technologist 35.19 15070 - Flight Instructor (Pilot) 41.21 15080 - Graphic Artist 19.64 15085 - Maintenance Test Pilot, Fixed, Jet/Prop 38.82 15086 - Maintenance Test Pilot, Rotary Wing 38.82 15088 - Non-Maintenance Test/Co-Pilot 38.82 15090 - Technical Instructor 20.77 15095 - Technical Instructor/Course Developer 25.42 15110 - Test Proctor 17.77 15120 - Tutor 17.77 16000 - Laundry, Dry-Cleaning, Pressing And Related Occupations 16010 - Assembler 9.09 16030 - Counter Attendant 9.09 16040 - Dry Cleaner 10.45 16070 - Finisher, Flatwork, Machine 9.09 16090 - Presser, Hand 9.09 16110 - Presser, Machine, Drycleaning 9.09

16130 - Presser, Machine, Shirts 9.09 16160 - Presser, Machine, Wearing Apparel, Laundry 9.09 16190 - Sewing Machine Operator 10.90 16220 - Tailor 11.32 16250 - Washer, Machine 9.60 19000 - Machine Tool Operation And Repair Occupations 19010 - Machine-Tool Operator (Tool Room) 22.58 19040 - Tool And Die Maker 29.64 21000 - Materials Handling And Packing Occupations 21020 - Forklift Operator 16.12 21030 - Material Coordinator 23.63 21040 - Material Expediter 23.63 21050 - Material Handling Laborer 12.60 21071 - Order Filler 11.13 21080 - Production Line Worker (Food Processing) 16.12 21110 - Shipping Packer 14.86 21130 - Shipping/Receiving Clerk 14.86 21140 - Store Worker I 9.60 21150 - Stock Clerk 14.18 21210 - Tools And Parts Attendant 16.12 21410 - Warehouse Specialist 16.12 23000 - Mechanics And Maintenance And Repair Occupations 23010 - Aerospace Structural Welder 25.96 23019 - Aircraft Logs and Records Technician 19.30 23021 - Aircraft Mechanic I 24.33 23022 - Aircraft Mechanic II 25.96 23023 - Aircraft Mechanic III 27.48 23040 - Aircraft Mechanic Helper 16.71 23050 - Aircraft, Painter 22.62 23060 - Aircraft Servicer 19.30 23070 - Aircraft Survival Flight Equipment Technician 22.62 23080 - Aircraft Worker 20.98 23091 - Aircrew Life Support Equipment (ALSE) Mechanic 20.98 I 23092 - Aircrew Life Support Equipment (ALSE) Mechanic 24.33

II

23110 - Appliance Mechanic 22.58 23120 - Bicycle Repairer 17.17 23125 - Cable Splicer 30.17 23130 - Carpenter, Maintenance 19.38 23140 - Carpet Layer 21.08 23160 - Electrician, Maintenance 24.60 23181 - Electronics Technician Maintenance I 22.26 23182 - Electronics Technician Maintenance II 24.01 23183 - Electronics Technician Maintenance III 25.83 23260 - Fabric Worker 19.58 23290 - Fire Alarm System Mechanic 24.92 23310 - Fire Extinguisher Repairer 18.10 23311 - Fuel Distribution System Mechanic 24.24 23312 - Fuel Distribution System Operator 20.04 23370 - General Maintenance Worker 15.84 23380 - Ground Support Equipment Mechanic 24.33 23381 - Ground Support Equipment Servicer 19.30 23382 - Ground Support Equipment Worker 20.98 23391 - Gunsmith I 18.10 23392 - Gunsmith II 21.08 23393 - Gunsmith III 24.92 23410 - Heating, Ventilation And Air-Conditioning 20.00 Mechanic 23411 - Heating, Ventilation And Air Contidioning 21.34 Mechanic (Research Facility) 23430 - Heavy Equipment Mechanic 23.43 23440 - Heavy Equipment Operator 20.37 23460 - Instrument Mechanic 24.92 23465 - Laboratory/Shelter Mechanic 22.58 23470 - Laborer 12.60 23510 - Locksmith 20.53 23530 - Machinery Maintenance Mechanic 23.91 23550 - Machinist, Maintenance 24.75 23580 - Maintenance Trades Helper 16.08

23591 - Metrology Technician I 24.92 23592 - Metrology Technician II 26.59 23593 - Metrology Technician III 28.15 23640 - Millwright 24.92 23710 - Office Appliance Repairer 22.58 23760 - Painter, Maintenance 17.46 23790 - Pipefitter, Maintenance 21.54 23810 - Plumber, Maintenance 20.56 23820 - Pneudraulic Systems Mechanic 24.92 23850 - Rigger 24.92 23870 - Scale Mechanic 21.08 23890 - Sheet-Metal Worker, Maintenance 23.28 23910 - Small Engine Mechanic 17.42 23931 - Telecommunications Mechanic I 24.39 23932 - Telecommunications Mechanic II 26.03 23950 - Telephone Lineman 21.32 23960 - Welder, Combination, Maintenance 25.61 23965 - Well Driller 24.92 23970 - Woodcraft Worker 24.92 23980 - Woodworker 18.10 24000 - Personal Needs Occupations 24550 - Case Manager 13.06 24570 - Child Care Attendant 8.98 24580 - Child Care Center Clerk 12.97 24610 - Chore Aide 9.22 24620 - Family Readiness And Support Services 13.06 Coordinator 24630 - Homemaker 15.93 25000 - Plant And System Operations Occupations 25010 - Boiler Tender 24.92 25040 - Sewage Plant Operator 17.29 25070 - Stationary Engineer 24.92 25190 - Ventilation Equipment Tender 16.40 25210 - Water Treatment Plant Operator 17.29 27000 - Protective Service Occupations 27004 - Alarm Monitor 16.03 27007 - Baggage Inspector 13.05 27008 - Corrections Officer 17.47 27010 - Court Security Officer 19.36 27030 - Detection Dog Handler 15.74 27040 - Detention Officer 17.47 27070 - Firefighter 20.08 27101 - Guard I 13.05 27102 - Guard II 15.74 27131 - Police Officer I 23.04 27132 - Police Officer II 25.57 28000 - Recreation Occupations 28041 - Carnival Equipment Operator 14.65 28042 - Carnival Equipment Repairer 13.88 28043 - Carnival Worker 10.52 28210 - Gate Attendant/Gate Tender 13.60 28310 - Lifeguard 11.34 28350 - Park Attendant (Aide) 15.22 28510 - Recreation Aide/Health Facility Attendant 11.10 28515 - Recreation Specialist 16.72 28630 - Sports Official 12.11 28690 - Swimming Pool Operator 18.91 29000 - Stevedoring/Longshoremen Occupational Services 29010 - Blocker And Bracer 24.48 29020 - Hatch Tender 24.48 29030 - Line Handler 24.48 29041 - Stevedore I 22.73 29042 - Stevedore II 26.21 30000 - Technical Occupations 30010 - Air Traffic Control Specialist, Center (HFO) (see 2) 38.15 30011 - Air Traffic Control Specialist, Station (HFO) (see 2) 26.30 30012 - Air Traffic Control Specialist, Terminal (HFO) (see 2) 28.97 30021 - Archeological Technician I 16.30 30022 - Archeological Technician II 18.22 30023 - Archeological Technician III 22.58

30030 - Cartographic Technician 22.58 30040 - Civil Engineering Technician 21.39 30051 - Cryogenic Technician I 23.76 30052 - Cryogenic Technician II 26.25 30061 - Drafter/CAD Operator I 16.30 30062 - Drafter/CAD Operator II 18.22 30063 - Drafter/CAD Operator III 20.71 30064 - Drafter/CAD Operator IV 25.13 30081 - Engineering Technician I 15.07 30082 - Engineering Technician II 16.90 30083 - Engineering Technician III 18.91 30084 - Engineering Technician IV 23.43 30085 - Engineering Technician V 28.66 30086 - Engineering Technician VI 34.67 30090 - Environmental Technician 21.53 30095 - Evidence Control Specialist 21.45 30210 - Laboratory Technician 20.09 30221 - Latent Fingerprint Technician I 23.76…